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BPP-19-1441Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: BPP-06-19-1441 Permit Type: Pools/Whirlpools/Hot Tubs Work Classification: New Permit Status: Approved Issue Date:10/15/2019 Expiration: 04/13/2020 Parcel Number 304 NE 105TH ST, Miami Shores, FL 33138 1121360130070 Contacts ROCCO MARANDO Owner HOME OWNER Contractor 304 NE 105 ST, MIAMI SHORES, FL 331382022 HOME OWNER roccoml3@aol.com Description: NEW POOL 30 X 15 and paver deck. Valuation: $ 35,000.00 Requests: Inspection 305-4949 Total Sq Feet: 450.00 Fees Amount Application Fee - Other $200.00 CCF $21.00 Certificte of Completion for Single Fam $50.00 and Duplex DBPR Fee $15.75 DCA Fee $10.50 Education Surcharge $7.00 Permit Fee $850.00 Planning and Zoning Review Fee $35.00 Scanning Fee $15.00 Structural Review ($45) $45.00 Technology Fee $26.25 Total: $1,275.50 Building Department Copy Payments Date Paid Amt Paid Total Fees $1,275.50 Check # 101 06/24/2019 $200.00 Credit Card 10/15/2019 $1,075.50 Amount Due: $0.00 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. AFFID IT: I certify that foregoing information is accurate and that all work will be done in compliance with all applicable laws -ooKuction arW oning. KtheAore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date October 15, 2019 Page 2 of 2 - R 691111z01� Miami Shores Village EC'�'�ED ow W Building Department artment 9 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBc Zot--? BUILDING Master Permit No. D6 _I(q PERMIT APPLICATION Sub Permit No. PUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP u, + 1 CONTRACTOR DRAWINGS T JOB ADDRESS: �� 1" 1 0 S S City: Miami Shores County: Miami Dade Zip: 33 / Folio/Parcel#: \++— 2- k 3 �. "' (13 — 00-1 Ols the Building Historically Designated: Yes NO Occupancy Type: C-S Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 1 C L -_)0_Q0 I'''1 A Z V Is. lD Phone#: SO Address: 3 �% L� I"� O ltte-✓S St City: ! /aL, 5v10( e3 State: � Zip: 7ji Tenant/Lessee Name: Phone#: Email: _� O C C o ►I 1 3 k9 A v L i c� a-_l CONTRACTOR: Company Name: ©w`N�- Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: ' City: State: Zip: Value of Work for this Permit: $ 1 0 00 1 Square/Linear Footage of Work: 1 S10 Type of Work: ❑ Addition ❑ Alteration V9.New2 ❑ Repair/Replace ❑ Demolition Description of Work: N �7 �� o� J� Y S a�%�'✓ 1�-1.��' Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ .Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ �(2 -, TOTAL FEE NOW DUE $ (Revi sed02/24/2014) -� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State i" Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. i Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this — day of S—U-1-A. .( , 20 �� by day of , 20 , by ooiissppersonally known to who is personally known to me or who has produced ky! lV ��— as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: GrT Seal: " "co i`�p••. 02 � • c� . o ********************************* APPROVED BY identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ************************************************ ***r*********** Plans Examiner 1012 Zoning 6 Structural Review Clerk (Revised02/24/2014) r Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAM E: I�OCCJ�rn 2 ✓I ", n, DATE: i ADDRESS: ,r���r S 60"C'S Do hereby petition the Wlage of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.5 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; 1 further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial — /a 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, w ' h violates the exemption. Initial 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial_[_ _ 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by unty or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and amp are of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I wall abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myflorida!icense.com/dbpr/pro/cilb/index.htmi Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this -1 day of , 20 FJ By%)dC"�c� di�<7 O who was personally known to me or who has Produced there License or OWNER f 7--D2_iN 2r. BOUNDARY SURVEY - o0 F� 4 CT N - So 41-751 5 rl_ -V k.2 —720--, Q 3.a'3.4 Q� r RZZ - �- r r. - . `tip`` ��. •-�,., .> � � � moo- � N .o �C r r `• . cau�r�- 3'' �; - - '_"'i - --�onlc• ZS C1:G ' 2c,q� ' JA WE ARE NOT RESPONSIBLE FOR SET BACK: VIOLATIONS. ASBREVIATIONS: rtc•,:. =yirN,", iC C35=CCNC�c " 3i.'C/, s'x C Vrz. CLF=CrA-:N _NK ==NC R=?4CPLVE 7i1=%rvLt�w.MG'cf�_.'�R:�Y i VALM UNLESS EM,Its ^,.S.v Ya=-= N,,� -•- -�-.� ��✓. -Itt`! .-.:r. µ!T= N ��JC!. - B=R a - =L j^ C=Alit C '�.::� PIC=?rOr C:rcN t?fF+= vt2"r=] S RVEYOR SEAL =t?CN F=. L N c - i- S _r,CU CO=0JJIAMEaZ il?=�aCti iu k �Slnc��. 2 CfiR�]E •EFif2 "•ZwiG2G� - c_ ?�lATit::v. CJ5-OFFSc:. �i =70� y� yt24la^•y^15T-:iL P1E W�!=N:. � ��_- == 1 e►. PYt):h:Jl.§ JLSC. S=S .. �--FIMSrt=:.'13R r: • i�rV4 : �: - +:••2'iG-S =--e., t- iWOOD FENCE= �^ - - • • • i • _ • • • • • • t c MASONRY WALL - _ C ' � _�• - CONCRETE= L _ � ' . • t i NOTES: UNLESS OTHERWISE SHOWN. THE FOLLOWW"OTES APNY. Qa tOr. index t) Record and measured calls are in substantial egreerneni 2) Beiridgs: it saof•n 4e basec on Plat data shown hereon were not abstracted for Easements o ;other %cdtd#eI erfga nbral net shown on the plat a REVISED any may not be shown on this sketch. 4) Underground portions ei Foohngsa wndatans or other improver located. 5) Elevations are based on National Geodetic Datum. 6) Fence Ties are to the Cer•.terline of the Ties to the face of the Wall. S =1==tr ;, �.-5 r .'�,E .� ?..' �SSu'^ t:L 5-._c. • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 9 0 Ron DeSantlf M„'..•slon: Governor To protect, pronrnte & in prove the health Bail people inRaddathroughintegrated wefts, WkeeiN rD state, ooLrty&oo muntyettorts. HEALTH State Surgeon General Vlslon: To be the HeaMest State in the Nation September 27, 2019 Rocco Marando 304 NE 105 Street Miami, FL 33138 RE: Modification to a Single Family Residence - No Bedroom Addition Application Document Number: AP1421183 Centrax Permit Number: 13-SC-1970640 304 NE 105 Street Miami, FL 33138 Lot:11 12 Block: 117 Subdivision: Dear Applicant, This will acknowledge receipt of a floor plan and site plan on 06/27/2019 for the use of the existing onsite sewage treatment and disposal system located on the above referenced property. No objection for new Pergola and pool construction as per your Site Plan. NO BEDROOM ADDITION. NO FLOW INCREASE. This office has reviewed and verified the floor plan and site plan you submitted, for the proposed remodeling addition or modification to your single-family home. Based on the information you provided, the Health Department concludes that the proposed remodeling addition or modification is not adding a bedroom and that it does not appear to cover any part of the existing system or encroach on the required setback or unobstructed area. No existing system inspection or evaluation and assessment, or modification, replacement, or upgrade authorization is required. Because an inspection or evaluation of the existing septic system was not conducted, the Department cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use. You may request a voluntary inspection and assessment of your system frorpA licensed septic tank contractor or plumber, or a person certified under section 381.0101, Florid Statutes. If you have any questions, please call our office at (305) 623-3500. L& nis GANalez Engineer cialist II Department of Health in Dade County RorMa DWWb*Wt o/ XaaNh arw Aemahoaft qvv in Dade County - • , Florida TWITTER:HealthyFLA PHONE: (305) 623-3500 FACEBOOK:FLDepartmentofHealth YOUTUBE: fldoh Miami shores Village Building Department 10050 N. E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFETY ACT I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at N E 125 sl- rf,n.-nip shcr-t -1-3j3,?Miami Shores, FL, and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statues and the Florida Building Code R4101.17. Please initial the method(s) to be used: �m The pool will be equipped with an approved safety pool cover that complies with ASTM *101.17'.'1(S1'1,5 bmit Manufacturer's Specifications). A continuous, one-piece (child) barrier meeting the requirements of Florida Building Code 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 Spe ' cations). pA combination of non -dwelling walls and fences (screen enclosure, child fence, masonry fence wa Is, chain link or wood fence, etc.) will protect the pool perimeter. The plans must specify the type and ation of all non dwelling walls. Florida Building Code, R4101.17.1 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 CoA R4101.17.1.9 (Submit Manufacturer's Specifications). Any combination of protection which incorporates dwelling walls with openings directly into the 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 plans showing all types and location of all perimeter protection. The plans must also show the location and type of all openings, and the hardware type for each location. (Submit Manufacturer's Specifications). In accordance with the Code, the pool may not be filled with water 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 ., an d 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. _ CONTRACTOR'S SIGNATURE AND DATE NER'S SIGNATURE AND DATE CONTRACTOR'S NAME (PLEASE PRINT) OWNER'S NA (PLEA ) MYcs-Co�;'9l�! > J NOTARY PUBLIC NOTARY PU 1 {{(Q' � o �= r3�f . G -� a ��19fD I N l I!\°\\\\\`\\\` Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SWIMMING POOL OWNER'S CERTIFICATION Date 12.�f It 5 Miami Shores Village Building & Zoning Department Attention: Building Official I certify that I am the legal owner of the property described as act d " �4�0 , located at /2-fr/a .mot 1 S �133'. 3�`1 Nc j0s- sf In accordance with Section 33-12 ft Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting and approved barrier prior to final inspection and use of the pool. Legal Owner Note: This certification is to be submitted with a swimming pool permit application in duplicate. POOL TYPE 11011 .NON DIVING J LANDSCAPE NOTE: CLEANING LINE SCREEN AS W/ VAC -LOCK FENCE/WALL MUST BE MIN. 48" HIGH EXISTING PER CODE P W/ GATES MIN. 48" HIGH W/ SELF INSTALLED BETWEEN 4' HIGH 6" AND 18" BELOW POOL PADS CLOSING, SELF LATCHING DEVICE I C.B.S. WALL WATER LINE PER F.B.C. 2017 SIZE AT MIN. 54" N.T.S. I I n 18" X 72" SWIMOUT 2 1/2 ! I i . 1 W/ CONTRASTING I I EDGE SEE DETAIL •—•—•— ------ —--— — ---�I ALL DOORS AND WINDOWS—/ PROVIDING ACCESS TO POOL SHALL HAVE DOOR & WINDOW ALARMS PER F.B.C. 2017 0 5' TANNING LEDGE 30' LONG 5' 25' MDT___ LU in 3' 8' 8'-1 $fpmwo NOTE: TOP OF POOL ELEVATION IS MIN. 6" LOWER THAN F.F.E. OF HOUSE RESIDENCE POOL LAYOUT SCALE: 118" = 1'-0• NORTH ENGINEERS NOTE: ENGINEER REQUIRES CONTRACTOR BUILDS FROM PLANS AS APPROVED BY THE LOCAL BUILDING DEPARTMENT. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION ERRORS RESULTING FROM FAILURE TO COMPLY WITH THIS RECOMMENDATION. NOTE: IN ACCORDANCE WITH ANSI/APSP-7 2006 FOR SUCTION ENTRAPMENT AVOIDANCE, THE POOL PIPING HAS BEEN DESIGNED BASED ON THE MAXIMUM FLOW CAPACITY OF THE NEW SWIMMING POOL PUMP. (&CAquatk Consulting �Engineers, Inc. MARAN DO Poof..S�po and Fountain Engineering RESIDENCE 22171 Waterside Dr., Boca Raton, Florida 33428 (561)445-1787 Fax: (888) 445-1787 EMAIL: FAERMAN@BELLSOUTH.NET CA# 7390 -----------y----t== T I I I II \ I II I 4„ I I I I I I � I I -----------J MW ITJ � • - W �C ON TRA T • _ �-- -- ^' EDGE SEE CuFF1 IA SHORES VILLAGE • pPR � {?i 1'-11'r 'ZONI9 SWkTU'Mt FlIk M$INZ i 4J - � ,MECHANICAL DavidDavid Faer n b $ David Faerman DN: c=US, st=Florida, 1=Boca Raton;—.-� r o=Aquatic Consulting Fa e r Engineers,.—n- E man Date: .'.14 Date: 201 g.06.14 18:21:35-04'O0r- David I. Faerman, P.E. FL, LICENSE # 47646 THISIITEM HAS BEER SEALED BY DAVID I. NOTIN E% Ip III I PIP LOCATION SHOWN ON 11 PLAN -FOR CLARITY LOCATION RY DUE TO UNKNOWN CIRCU • STANCES IN FIELD Y SI ATE SHOWN ON THE :CTS{T( �6MNpAl4061WjT1SI01+4 ERA ANAQJ} 91'tt; & THIS DOC VENTlAO ARE _ CONS I DE R E-O- S"E-D- A N6-S€RtEU-AN U-7M SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 6101 V Z N EXISTING — 4' HIGH C.B.S. WALL 'F CFI JUN 24 SPECIFICATIONS POOL SIZE: 15' X 30' POOL DEPTH: 3' POOL PERIMETER: 90 LF POOL AREA SQ. FT.: 450 SF VOLUME: (GALLONS) 13 464 TURNOVER RATE 1.88 HRS POOL EQUIPMENT AUXILLIARY POOL EQUIPMENT POOL PUMP: ]ANDY VARIABLE SPEED AUX. POOL PERIMETER: N/A POOL FILTER: ]ANDY CS200 CART. AUXILLIARY PUMP: N/A POOL INLETS: 3-POOL AUX. POOL JETS: N/A SKIMMER: 1 AUX. POOL LIGHT: N/A POOL LIGHT: 1 HEATER TYPE: N/A POOL HEATER: N A AUX. HEATER SIZE: N/A POOL HEATER SIZE: N/A RAISED: N A CLEANING LINE: VAC STEP(S): N/A CLEANING SYSTEM: N/A BLOWER: N/A CHLORINATOR: IN -LINE SALT I TURNOVER RATE: N/A POOL FINISH ITEMS COPING: B N HANDHOLDS: N/A TILE: 6" INTERIOR FINISH: FL GEM SWIMOUT: 2 18" X 72" DECK S.F.: N/A LADDER: N/A CAPPING S.F.: N/A HANDRAIL: N/A DECK TYPE: N/A WATER FEATURES AUX. POOL SPILLWAY SIZE: N A FOUNTAIN FEATURE: N/A N/A LIONS HEAD: N/A SHEER DESCENT: N/A SPRTTZER/SPRAY HEAD: r N/A FEATURE PUMP: N/A THERAPY JETS: N/A OTHER: F TANNING LEDGE LIGHT FEATURES FIBER OPTIC SPOT(S): r N/A REMOTE : N/A COLOR WHEEL: N/A PERIMETER LIGHTS: N/A LIGHT SWITCH: YES # OF COLORS: N/A ADDITIONAL FEATURES POOL ENCLOSURE: EXIST. FENCE-WALL/ALARMS GLASS BLOCK TYPE: N/A FOOTERS L.F.: N/A GLASS ROWS HT: N/A DECO -DRAIN: N/A GLASS ROWS WDTH. N/A PILING POOL: N/A # OF GLASS BLOCKS. N/A CONSTRUCTION NOTES 1. POOL ENCLOSURE (EXISTING FENCE-WALL/ALARMS) SHALL MEET REQUIREMENTS OF GENERAL NOTE 29. 2. REMOVE EXISTING FIBERGLASS POOL. AND �.``�����L,FA ���'•., NAME: MARANDO �` �1�� •'"'•R�j-qq'��.• �,�P•��CENSF•'.7�•�� 304 N.E. 105th STREET CITY/STATE: MIAMI SHORES, FL No.47646 33138 JOB#: 19RO55 ��• STATE OF •10 %o�Ft4 O R I p'G�'C���: DATE:06/13/19 ....... . .. .. • •• • • • • ••• • LOT: 11 and 12 8000•'117 0 ••� .•. .•. 9OOK::10 • • • • : •: • • . • •: PAGE:'47 • ' • • • • • • • • SUBDIVISION: . •. • MIAMj StIOg-SI;CTIq 5 . CO i • : : SHEFT: 1 OF 4 �`14i�1L DaD� • .. • • :-•r�r ■ ■:ram: LEGEND NOTE: IN ACCORDANCE WITH ANSI/APSP-7 2013 FOR SUCTION ENTRAPMENT AVOIDANCE, THE POOL PIPING HAS BEEN DESIGNED BASED ON THE MAXIMUM FLOW CAPACITY QF THE NEW SWIMMING POOL PUMP. 2 WAY VALVE 1 n�) UGE AND CHECK VALVE RPRES ELIESUREF VALVE vg ® 3 WAY VALVE FILTER BYPASS VALVE S Q� .y11ti• �GIC Ifl SKIMMER TO HAVE VENT HOLES IN JANDY FLOPRO 1.65 HP VARIABLE -SPEED (VSFHP165AUT) \� PUMP W/ HAIR & LINT STRAINER 119 GPM MAX. FLOW RATE V 3 (2) HAYWARD WG-104SE MAX. 125 GPM PER DRAIN 3" > 2-1/2" ASME/ANSI A 112.19.8 APPROVED MAIN DRAIN COVERS 3c (OR EQUAL) MINIMUM T APART. 3' MIN, CENTER TO CENTER OF DRAINS OR ON SEPARATE PLANES PIPING SCHEMATIC N.T.S. ANTI VORTEX GRATE HYDROSTATIC TO BE FASTENED VALVE 1 1/2" WITH SCREWS LIMITATION OF LIABILITY: BY ACCEPTANCE OF THESE PLANS FOR PERMITTING, THE CONTRACTOR AND HOMEOWNER ACKNOWLEDGE AND ACCEPT THE FOLLOWING: 1) THE ENGINEER DOES NOT REVIEW THE DRAWINGS FOR COMPLIANCE WITH THE CONTRACTOR'S REQUIREMENTS OR HOMEOWNERS REQUIREMENTS RELATED TO THE POOL AND/OR SPA 2) THE CONTRACTOR MUST VERIFY COMPLIANCE WITH SETBACKS. • 3) ENGINEER IS NOT RESPONSIBLE FOR AND HAS NO LIABILITY FOR CONSTRUCTION IN SETBACKS, CONTRACTOR SPECIFIC REQUIREMENTS, OR HOMEOWNER REQUIREMENTS WELL POINT ROCK BED NOT SHOWN ON THE PLANS. 4) THE ENGINEER REVIEWS THE PLANS FOR CODE COMPLIANCE TO THE BEST OF WELL POINT DETAIL HIS KNOWLEDGE. N.T.S. 5) REGARDLESS OF THE CAUSE, THE ENGINEER'S LIABILITY IN RELATION TO THESE PLANS IS LIMITED TO THE LESSOR OF $500 OR THE FEE CHARGED FOR THE PLANS. VELOCITY CHART PER ANSI/APSP-7 SECTION 4.4 PIPE FLOW RATE FLOW VELOCITY 2-1/2" INLETS 119 GPM 7.98 FEET PER SECOND 2-1/2" SKIMMER 119 GPM 7.98 FEET PER SECOND 2-1/2" CLEANER 119 GPM 7.98 FEET PER SECOND 2-1/2" MAIN DRAIN 119 GPM 7.98 FEET PER SECOND 3" M.D. BRANCH 119 GPM 5.16 FEET PER SECOND EVALUATION FOR COMPLIANCE WITH APSP-15 - ENERGY EFFICIENCY VOLUME OF POOL = 13,464 GALLONS PUMP DESIGN FLOW RATE AT LOW SPEED: 20 GPM TURNOVER RATE AT LOW SPEED: 11.22 HOURS THUS, PUMP SPECIFIED COMPLIES WITH APSP-15 David ly Faerm n by David David Faerman ON: THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND //� �/1 A uatl Consulting 9 c=us,a=Florida, 1=Boca Raton, SEALED BY DAVID I. FAERMAN, PROFESSIONAL E�/ �+ Englneers, Inc. MARANDO o=AquaticConsulting Faer * EFaaerT.rs.cn=David ENGINEER, ON THE DATE SHOWN ON THE TIME STAMP USING A ClGITAL SIGNATURE. '" " and ' RESIDENCE `m"ath.netil=faerman@bells ou man Date:2019.06.14 1 16:24:15-0,VW PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE 22171 Waterside Dr., Boca Raton, Florida 33428 (561) 445-1787 Fax: (888) 445-1787 David I. Faerman, P.E. SIGNATURE MUST BE VERIFIED ON ANY EMAIL: FAERMAN@BELLSOUTH.NET CA# 7390 FL, LICENSE * 47646 ELECTRONIC COPIES. '���P,•�`CENS� ,yti • No.47646 STATE OF �7 S<0R10pG����� NAME: MARANDO 304 N.E. 105th STREET CITY/STATE: MIAMI SHORES, FL 33138 JOB#: 19RO55 DATE:06/13/19 PUMP FRAME FILTER TANK MOUNT AND HE IF SPECIFIED 1 3/4' , 3116' TAP CON. REINFORCED CONC.SLAB 1;t MINIMAL 4" THIIX FILTER 0 PUMP POOL PUMP, FILTER AND HEATER ANCHOR MFHEATER POINTS (TYP.) NOTES: ANCHOR BOLTS THROUGH BASE (1 3/4" x 3/16") (TAP CON) FOR POOL PUMP & FILTER HEATER SHOWN AS OPTIONAL (4) 1 1/2" ANGLE BRACKETS (GAS HEATER) (4) 2 1/2" ANGLE BRACKETS (HEAT PUMP) WITH (4) 1 3/4" x 3/16" TAP CON AND (4) 1/2" SELF TAPPING SHEET METAL SCREWS. POOL EQUIPMENT ANCHORING N.TS NOTE: POOL EQUIPMENT ANCHORING HAS BEEN DESIGNED PER (FLORIDA BUILDING CODE SDCTH EDITION 2017) ULTIMATE WIND SPEED= 170 MPH NOMINAL WIND SPEED= 132 MPH (EXPOSURE-D) (18" MIN. WIDTH) SKIMMER DETAIL N.T.S. •• ••• • • • • • •• • •• • • • • ••• • LOT: 11 and 12 BL0,W: 117• • • • • • • BOOK:10: :•• •• • • • • • • • • •• • • PQW47;' � ••• ••• .•• SUBDMSION: MIAMI SHORES SECTION 5 • WUN 1 16: • • • - : MA:MLDV . . SHEET:• - OF --- - 0 • 000 0 0 APPROVED CONNECTORS, CLAMPS OR WELDING AT ALL JOINTS. ! INSIDE POOL WALL SLOPE ` i0 O H 'APPROVED CONNECTORS, CLAMPS z jl OR WELDING AT ALL JOINTS. f DECK BONDING NOTE (1) ATTACH TO THE POOL REINFORCING STEEL (SINGLE #8 AWG WIRE) (2) BURIED TO A MIN. DEPTH OF 4" TO 6" BELOW GRADE. (3) MIN. OF 4 POINTS UNIFORMLY SPACED AROUND PERIMETER OF POOL AND SPA. FOR NONCONDUCTIVE POOL SHELLS (FIBERGLASS, ECr.) BONDING AT FOUR POINTS SHALL NOT BE REQUIRED. (4) CONNECTED W/ SINGLE #8 AWG WIRE WITH A SOLID COPPER BARE CONDUCTOR NOT SMALLER THAN #8 AWG. (5) CONNECTION SHALL BE MADE EXOTHERMIC WELDING OR BY LISTED PRESSURE CONNECTORS OR CLAMPS THAT ARE LABELED AS BEING SUITABLE FOR THE PURPOSE AND ARE OF STAINLESS STEEL, BRASS, COPPER, OR COPPER ALLOY. (6) THE #8 AWG WIRE SHALL EXTEND UNDER PAVED AND UNPAVED WALKING SURFACES BETWEEN 18" TO 24" HORQONTALLY BEYOND THE INSIDE WALL OF POOL OR SPA. (PER N.E.C. 2014 690.26 EQUIPOTENTIAL BONDING) 8" TO 2 'SINGLE #8 A G WIRE PERIMETER OF POOL TOP VIEW BONDING DETAIL N.T.S. (PER N.E.C. 2014 680.26 EQUIPOTENTIAL BONDING) Y w x JANDY FLOPRO a w IN -LINE SALT 1.65 HP VARIABLE SPEED J WP MANUAL STARTER SWITCH (TYP) CHLORINATOR W/ PUMP TC MOTOR d w POOL PUMP TO HAVE GFCI PROTECTION 2 POLE 20 AMP BREAKER PER N.E.C. 680.22E WPGFIVTO 20' FROM WATER---:6 BREAKER REQ. SPST TOGGLE 48" MIN. SWITCH 3� 8" JUNCT. m MIN. BOXES 12V TRANS. 3 DECK 3 #12IN 1/2" COND. w� ELECTRICAL Co1" REVIEW NON- CORROSIVE COND. (1) OL LIGHT LED PO APPROVED SATE W/ LOW WATER 99 CUT OFF DEVICE L ELECTRICAL DIAGRAM NOTE: 1. BOND ALL BOXES,RAILS,LIGHTS,STEEL ET. W/ #8 WIRE IN POOL AREA. 2. POOL LOCATION MUST COMPLY WITH NEC 2014 CODE, ESPECIALLY NEC 680. CEAqodc Consulting Engulneers,Inc. MARAN DO RESIDENCE 22171 Waterside Dr., Boca Raton, Florida 33428 (561) 445-1787 Fax: (888) 445-1787 EMAIL: FAERMAN@BELLSOLJTH.NET CA# 7390 Digitally signed by David ODavid N: Faerman ON: c=US, st=Florida, 1=13oca Raton, F a e r o=Aquatic Consulting Engineers, cn=David Faerman, emal=faerman@bells t man Datee::20 - Da19.06.14 16:3194 -04'00' David I. Faerman, P.E. FL, LICENSE # 47646 (SEE PG-1 LAYOUT) S'-n" POOL STEP DETAIL N.T.S. 18" ih m CONTRASTING -' EDGE (SEE TYPICAL WALL SECTION) SWIMOUT DETAIL N.T.S THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY DAVID I. FAERMAN, PROFESSIONAL ENGINEER, ON THE DATE SHOWN ON THE TIME STAMP USING A D:GITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 2-#3 CONT COPING � WATER LINE — -- MIN VERTICAL 2' -3" SHALLOW END T-0" DEEP END 2" COVER (CENTER) 'P 6" TOP & 6" BOTTOM APPROVED W/ #3 AT 12" O.C. FINISH EACH WAY. / STEELTEX FORM, KRAFTBOARD OR EQUIV. FIN. #3 AT 12" O.C. 6" E.W. BOTT. CENTERED TYPICAL WALL SECTION N.T.S. ---- _ aTE� I IMPORTANT NOTE: NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN 8'-0" DEEP AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING. WATER LINE --1 °1 MAIN DRAIN v' 1:7 MAXIMUM SLOPE 11' SLOPE (TYP.) MAX. J LONGITUDINAL POOL SECTION •• ••• • •N'T.i* • • •• • •• • • • • ••• • ��.�`��� FqF ••,• NAME: MARANDO LOT: 11 and 12 .• �1 , '' •:4?�'�, • •� 304 N.E. 105th STREET BLQW: IV. • ••• '�•�P,•��CENS ,y F• .2 ; CITY/STATE: MIAMI SHORES, FL • . . • • • • • • • No.47646 33138 BOOK: 10• • • • • • • • • • JOB#: 19RO55 • • • • PAW. 47;' • • ; • • •• • • • • • • • • • • • : STATE OF �; %,•�� O R 10P.\�4✓� MIAMI SUBDMSION: SHORES SECTION 5 S•'••...• G �. '•.S;#N DATE:06/13/194-DVE:• , SiEET: OF 4 • GENERAL NOTES: 17. FILTERS: THE ENTIRE DESIGN OF MATCHED COMPONENTS SHALL HAVE SUFFICIENT CAPACITY TO 1. CODE REQUIREMENTS: PRIVATE SWIMMING POOL AND SPAS MUST COMPLY WITH CHAPTER 424 & R4101 PROVIDE A COMPLETE TURNOVER OF POOL WATER IN 12 HOURS OR LESS. FLORIDA BUILDING CODE, 2017 6th EDITION. 18. POOL FITTINGS: POOL FITTINGS SHALL BE OF AN APPROVED TYPE AND DESIGN AS TO BE APPROPRIATE 2. MECHANICAL REQUIREMENTS: ALL PIPING, EQUIPMENT AND MATERIALS USED IN THE PLUMBING SYSTEM FOR THE SPECIFIC APPLICATION. PURPLE PRIMER REQUIRED ON PVC PIPING. OF SWIMMING POOLS (SPAS) THAT ARE BUILT IN PLACE SHALL CONFORM TO THE FLORIDA BUILDING 19. SKIMMERS: SKIMMERS SHALL BE INSTALLED ON THE BASIS OF ONE PER 800 SF OF SURFACE AREA OR CODE, PLUMBING. ALL PIPING MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE FRACTION THEREOF. MANUFACTURER'S INSTALLATION STANDARDS. 20. HYDROSTATIC RELIEF DEVICE: IN AREAS OF ANTICIPATED WATER TABLE, AN APPROVED HYDROSTATIC 3. COMPLIANCE: ALL MATERIALS, PIPING, VALUES, EQUIPMENT OR APPLIANCES ENTERING INTO THE RELIEF DEVICE SHALL BE INSTALLED. EXCEPTION IS PLASTIC LINER POOLS. CONSTRUCTION OF SWIMMING POOLS (SPAS) OR PORTIONS THEREOF SHALL BE OF A TYPE COMPLYING 21. CONCRETE / STEEL - CONCRETE IS TO BE A MIX DESIGNED IN ACCORDANCE WITH ASTM C-94 BY A WITH THE CODE OR OF A TYPE RECOMMENDED AND APPROVED BY A NATIONALLY RECOGNIZED TESTING RECOGNIZED TESTING LABORATORY TO ACHIEVE A STRENGTH OF 3000 PSI, AT 28 DAYS, (UNLESS AGENCY OR CONFORMING TO OTHER RECOGNIZED STANDARDS ACCEPTABLE TO THE ADMINISTRATIVE OTHERWISE NOTED) WITH A PLASTIC AND WORKABLE MIX. PNEUMATICALLY APPLIED CONCRETE AND/OR AUTHORITY. SHOTCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 304.2R-04 AND ACI 506.2-04, 4. ENGINEERING DESIGN: DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH ANSI RESPECTIVELY. ALL OTHER CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 304R-04. A / NSPI 3, 4, 5, 6, AND 7 2013 PUBLISHED BY THE INTERNATIONAL AQUATICS FOUNDATION, OR OTHER CERTIFICATE OF MANUFACTURER'S MIX AND STRENGTH IS TO BE PROVIDED. NO WATER IS TO BE ACCEPTED ENGINEERING PRACTICES. ADDED AFTER TRUCK LEAVES PLANT WITHOUT APPROVAL OF THE ENGINEER. PLANT CONTROL IS 5. ENTRAPMENT TESTING AND CERTIFICATION: ALL POOL AND SPA SUCTION INLETS SHALL BE PROVIDED REQUIRED. MAXIMUM MIX TIME AT POINT OF DEPOSIT IS 90 MINUTES. CONCRETE WORK SHALL BE AS WITH A COVER THAT HAS BEEN TESTED AND ACCEPTED BY A RECOGNIZED TESTING FACILITY AND PER REQUIREMENTS AND RECOMMENDATIONS OF ACI 301-04. (REINFORCING, DEFORMED STEEL) BARS COMPLY WITH ANSI/ASME A112.19.8, "SUCTION FITTINGS FOR USE IN SWIMMING POOLS, SPAS, HOT SHALL BE A615 GRADE 60 (UNLESS OTHERWISE NOTED), FREE FROM OIL, LOOSE SCALE AND LOOSE TUBS, AND WHIRLPOOL BATHTUB APPLIANCES." EXCEPTION: SURFACE SKIMMERS. RUST. REINFORCING, DEFORMED STEEL BARS SHALL BE BENT, LAPPED, PLACED, SUPPORTED AND 6. SAFETY NOTE: DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION INLET FITTING IS MISSING, FASTENED ACCORDING TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES BROKEN, OR LOOSE. (ACI 315-04) AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI-318-04). IN 7. SUCTION INLET PER PUMP: PER FBC R4101.6.6 A MINIMUM OF TWO SUCTION INLETS SHALL BE CASE OF CONFLICT, THE MORE CONSERVATIVE VALUE(S) SHALL BE USED. PROVIDED FOR EACH PUMP IN THE SUCTION INLET SYSTEM, SEPARATED BY A MINIMUM OF 3 FEET OR 22. SOIL STATEMENT: IN ACCORDANCE WITH FBC 2017 SECTION 1803, THE BEARING CAPACITY OF SOIL: LOCATED ON TWO DIFFERENT PLANES. I.E., ONE ON THE BOTTOM AND ONE ON THE VERTICAL WALL, BASED UPON RATIONAL ANALYSIS, THE IN -PLACE SOIL BENEATH THE POOL IS SAND AND LIMESTOME OR ONE ON EACH OF TWO SEPARATE VERTICAL WALLS. THESE SUCTION INLETS SHALL BE PLUMBED AND HAS AN ACCEPTABLE BEARING CAPACITY OF 1500 PSF, EXCAVATION AND COMPACTION SHALL BE SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A COMMON LINE TO THE IN ACCORDANCE WITH CURRENT EDITION OF FLORIDA BUILDING CODE. SHOULD ANY MUCK, MARL, OR PUMP. OTHER ORGANIC SOILS BE DISCOVERED ON EXCAVATION, THEY SHOULD BE REMOVED IN THEIR ENTIRETY, 8. CLEANER FITTINGS: PER FBC R4101.6.6 WHERE PROVIDED, THE VACUUM OR PRESSURE CLEANER ALL CONSTRUCTION SHALL STOP AND THE ENGINEER OF RECORD SHALL BE CONTACTED TO CONDUCT FITTING(S) SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6 INCHES AND NOT GREATER AN INSPECTION. STRUCTURAL ELEMENTS ARE DESIGNED WITH A REQUIRED BEARING CAPACITY AS THAN 18 INCHES BELOW THE MINIMUM OPERATING WATERLEVEL OR AS AN ATTACHMENT TO THE STATED ABOVE UNLESS OTHERWISE SPECIFIED. FIBERGLASS AND VINYL LINER POOLS REQUIRE 250 PSF SKIMMER(S). ALL CLEANER SUCTION INLETS SHALL BE PROTECTED BY AN APPROVED, PERMANENTLY SAFE BEARING CAPACITY UNLESS OTHERWISE SPECIFIED. INSTALLED, SELF -CLOSING SELF LATCHING FLAPPER ASSEMBLY COMPLIANT WITH APMO SPS 4. 23. POOL STAKING: THIS DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN 9. VALVES SHALL BE MADE OF MATERIALS THAT ARE APPROVED IN THE FLORIDA BUILDING CODE 2017, EASEMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF PLUMBING. VALVES LOCATED UNDER CONCRETE SLABS SHALL BE SET IN A PIT HAVING A LEAST THE EXISTING LOT AND RESIDENCE ARE SO INDICATED. THE POOL CONTRACTOR SHALL VERIFY ALL DIMENSION OF FIVE PIPE DIAMETERS, MINIMUM 10 INCHES, FITTED WITH A SUITABLE COVER. DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES. THE POOL CONTRACTOR SHALL ESTABLISH 10. WASTE WATER DISPOSAL: DIRECT OR INDIRECT CONNECTIONS CANNOT BE MADE TO EXISTING FACILITIES LOCATIONS OF ALL UTILITIES AT THE SITE. AND CONTACT THE ENGINEER IF DIFFERENT THAN INDICATED WITHOUT THE PRIOR APPROVAL OF THE ADMINISTRATIVE AUTHORITY. ON PLAN. MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AS REQUIRED BY THE LOCAL 11. WATER SERVICE: BACKFLOW PREVENTION DEVICE IS REQUIRED ON ALL POTABLE WATER SERVICE. REGULATORY AGENCY. 12. TESTS: ALL POOL PIPING SHALL BE INSPECTED AND APPROVED BEFORE COVER OR CONCEALMENT. IT 24. EXISTING STRUCTURES: THE POOL CONTRACTOR SHALL ALWAYS TAKE ALL PRECAUTIONS TO PROTECT SHALL BE TESTED AND PROVED TIGHT UNDER A STATIC WATER OR AIR PRESSURE TEST OF NOT LESS EXISTING STRUCTURES FROM FAILURE BY SHEETING AND/OR SHORING OR OTHER METHODS. THE THAN 35 PSI FOR 15 MINUTES. PER MANUFACTURER'S RECOMMENDATIONS, NO AIR TEST SHALL BE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. APPROVED FOR PVC PIPE AND FITTINGS. 25. BACKFILL: THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING SHALL 13. WATER HEATING EQUIPMENT: SWIMMING POOL WATER HEATING EQUIPMENT SHALL CONFORM TO THE NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED WITH CLEAN, CONSTRUCTION GRADE FILL, DESIGN CONSTRUCTION AND INSTALLATION REQUIREMENTS IN ACCORDANCE WITH ACCEPTED ENGINEERING FREE OF ORGANIC MATERIAL AND SHALL BE PLACED IN 12" THICK LIFTS, EACH LAYER SHALL BE PRACTICES, SHALL BEAR THE LABEL OF A RECOGNIZED TESTING AGENCY AND SHALL INCLUDE A COMPACTED TO 95% MAXIMUM DRY DENSITY PER ASTM D-1557, MODIFIED PROCTOR METHOD. CONSIDERATION OF COMBUSTION AIR, VENTING AND GAS SUPPLY REQUIREMENTS FOR WATER HEATERS. 26. WARNING: TO EMPTY POOL AFTER CONSTRUCTION, FOR REPAIRS OR ANY OTHER REASON, THE IT MUST CONTAIN A THERMOSTATIC OR HIGH-PRESSURE CONTROL SWITCH SO THE POOL WATER DOES HYDROSTATIC UPLIFT PRESSURES BENEATH THE POOL MUST BE ELIMINATED TO PREVENT THE POOL NOT EXCEED 104 DEGREES F. WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR FROM FLOATING UPWARD. THE OWNER MUST CONSULT A POOL CONTRACTOR OR POOL REPAIR UNION CONNECTIONS ADJACENT TO THE HEATER. ALL HEATERS MUST HAVE AN INTERNAL CHECK CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. VALVE. 27. DIVING: NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN 8'-0" DEEP AND 14. GAS PIPING: GAS PIPING SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2017, FUEL GAS SECTION. SPECIFICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING UNLESS SPECIFICALLY 15. ELECTRICAL: POOL LOCATION AND ELECTRICAL WIRING AND EQUIPMENT SHALL COMPLY WITH LATEST STATED ON THE SITE PLAN. EDITION OF THE NATIONAL ELECTRICAL CODE, SECTION 680.-"'~^-� -._.., 28. POOLS & SPAS WITH HEATERS: THE POOL AND SPA SHALL BE PROVIDED WITH A COVER OR OTHER 16. LADDERS AND STEPS: ALL POOLS SHALL BE PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW Rl1C , Ut;:',L R7P';"MEAIJ REDUCE HEAT LOSS. END WHERE THE WATER EXCEEDS 24 INCHES. WHERE WATER DEPTH EXCEEDS 5 FEET, THERE SHALL 2�I P'1 OL ENC E:-RE,-4[DENTIAL POOLS SHALL BE PROVIDED WITH A BARRI.R.CQV? 4NT VITFt Q�Of�QA BE LADDERS, STAIRS OR UNDERWATER BENCHES / SWIMOUTS IN THE DEEP END. 'APPROVED BUILDING C E 2017 61h EDITION 454.2.17.1 THROUGH 454.2.17.1.14 _ D -4 . .. . . . . ... . Digitally signed by �`„"„r,��0, NAME: MARANDO THIS ITEM HAS BEEN ELE ONICAIi•SIG AND . E •. LOT: 11 and 12 David US,st=Faeman 304 N.E. 105th STREET David DN=us,:t=Flo da, SEALED BY DAVID I. FAERMAN, PROFESSIONAL ; `�' •'' • • • •'' •.'� '• Aquatic Cnnsulbng , 1=Boca Raton, ENGINEER, ON THE DATE SHOWN ON THE TIME O : ��C E N S�. y2 CITY/sTATE: MIAMI SHORES, FL Bice' l :7' 0 • •; rjU.Englneers, Inc. MARANDO Faer o-Aquatic Consulting - 33138 10• ••• • • • • `Engineers,rn=David STAMP USING A DIGITAL SIGNATURE. : :• N0.47646 • : �/�.,,� • . . • • . •. . . J Faerman, * JOB#: 19RO55 PrtyF, 47 • • • • • • • • RESIDENCE a th. eae jnan@bells . . . .. • outh.ne[ PRINTED COPIES OF THIS DOCUMENT ARE NOT Z STATE OF man Date.2019.06.14 CONSIDERED SIGNED AND SEALED AND THE ` SUBDIVISION: 22171 Waterside Dr., Boca Raton,Florida 33428 1623:16-04'00' ; ; P.• <!/ •' MIAMI SHORES SECTION 5 (561) 445-1787 Fax: (888) 445-1787 David I. Faerman, P.E. SIGNATURE MUST BE VERIFIED ON ANY S• R 10 • , • GUN • • • EMAIL: FAERMAN@BELLSOUTH.NET CA# 7390 F4 LICENSE # 47546 ELECTRONIC COPIES. '•., TONAL EC;.•` DATE:06/13/19 • • • . SiEET: OF 4 �h1116100 • MAtMIiD�E.• • • • ,A% Me , • SCALE: 1 16 =1 —a 0 NOTE: WATER SUPPLY AND SEPTIC S"STEM LOCATIONS ARE APPROXIMATE. NORTH 2 i=lorldp Q. Application No Date: l a 3 .aar f� pv rn 17 19—l` 11 i C rwAquatic Consulting Engineers, inc. November 11, 2019 Building Official Miami -Dade County, Florida Re: Marando Residence 304 N.E. 10511 Street Miami Shores, Florida 33138 Dear Building Official, On November 11, 2019 I visited the above referenced site to observe the soil conditions in the swimming pool excavation. Based on my observations of the excavated soil and soil within the walls and floor of the excavation, the existing soil conditions at the property are acceptable for the swimming pool as designed by this office. My observations indicate that this soil has a safe bearing capacity of 2,000 pounds per square foot. Should you have any questions, please do not hesitate to contact me. ^J • A�I���O1`L1 TING ENGINEERS, INC. . • M NOR �y M ,�� ono A`"'a"'�r� �`• LOCATION MAP Scale: 1' = MY N.E. 105Ih STREET —� w I 30 �I Z QI -6I t71 wl Z 1. 30 50 i 50� 50 50 50 SD W 50 50 50 LEGAL DESCRIPTION FOLIO: 1 1.2136-013-0070 LOTS 11 AND 12, BLOCK 117, - AN AMENDED PLAT OF SECTION No, 5 OF MIAM1 SHORES', ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10. AT PAGE 47, OF THE PUBLIC RECORDS. OF MIAMI-DARE COUNTY, FLORIDA. PROPERTY ADDRESS: 304 N.E. 105Th STREET, MIAMI SHORES, FLORIDA 33138 FLOOD ZONE INFORMATION: FLOOD ZONE- 'X' COMMUNITY: 120652 PANEL 0302 DATE OF FIRM:09-11-2009 SUFFIX L ELEVATION: N/A CERTIFIED TO: ROCCO MARANDO & HEIDEN M. LLANO 0 50 52.1 2 35� I w Z 1 r I Z< fr Q 50 50 i w �Z 35 i ABBREVIATIONS AND L.EC,IiNIk A/C -DENO':SAIRCONo.OWK-UNTT CONC. eDENDTESCO14CW--IE 04) -DENOTES MEASURE (Rw) DENOTES 9ECORD (Colo) -DENOTES CALCULATED R/W aOENOTES Rr�T-OF. WAY CE -DENOTES CENTEZM U.E. -DENOTES LIMP EASEMENT P,B. -DENOTES PLAT MK PG -DENOTESPAGE CH. --DENOTESCLEAR N. -DENOTES NORM S. =DENOTES SOUTH E. #NOTES EAST w -DENO'ESWPF 0 -DENOTES DELTAR -DENOTES RADIUS L -OENO—,S ARC LENGTH CHI -DENOTES CHORD LENGTH O/S -DENOTES OFFSET ID. -DENOTES IDENTIFICATION ® -DENOTES WATER METJI III", -DENOTES WCOD POWM POLE -- -DENOTES %DOD FENCE -DENOTES CHAIN UW( FENCE — — -DENOTES IRON FENCE —OH— -DENOTES OVERHEAD WIF_i -DENOTES FOUND LRCM PIPE 040 ID) GENERAL NOTES: N LEGAL DESCRIPTION PROVIDED BY OTHERS. 2) EXAMINATION OF THE ABSTRACT OF THE TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECT THIS PROPERTY. 3) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT. 4) UNDERGROUND PORTION OF FOOTING. FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. 5) ONLY VISIBLE ON ABOVE GROUND ENCROACHMENTS LOCATED. 6) WALL TIES ARE THE FACE OF THE WALL 7) FENCE OWNERSHIP NOT DETERMINED. 8) BEARINGS REFERENCED TO LINE NOTED AS B.R. 9) BOUNDARY SURVEY MEANS A DRAWING AND/OR GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN 1HE FIELD. COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. 10) NO DENIIFICAIION FOUND ON PROPERTY CORNETS UKESS NOTED. 11) NOT VALID UNLESS SEALED WITH THE SIGNINGS SURVEYORS EMBOSSED SEAL. 12) DIMENSIONS SHOWN ARE PLAT AND MEASURED UW ESS OTHERWISE SHOWN. 13) ELEVATIONS IF SHOWN ARE BASED UPON N.G. V.D. 1929 UNLESS ORIERWTSE NOTED. 14) THIS 6 A S(XFNDARY SURVEY UNLESS OTHERWISE NOTED. 15) THIS BOUNDARY SURVEY HAS BEEN PREPARE FOR THE EXCLUSIVE USE OF THE ENRIIES NAME KAON. TK CERlf ICATIONS DO NOT LXILND 10 ANY UNNAMED PARTIES. 16) BENCHMARK: DA59 .. E:EVAIION: I0.32 FEET (N.G.V.D.) LOCATIORN.E I051h SIRFEI&N.E.61h AVENUE CERTIFICATION i U_RVEYOR5 CT.HTIFICATION: I I IEKEUY CFRT'IFY' "TIi AT THIS"OOUNDARY SURVEY' IS A 71'UE AND CORRECT REPRESENT A"II(N OF A SURVEY PREPARED UNDER MY UIRECRON. 7-H15 COM PLIES W'TTI I TI IE MINIMUM TECITNICAL STANDARDS, ASSET FORTH BY THE STATE OF FLORIDA BOARD OF PROFESSIONAL SC RV EYOKS AND MAI'FEK IN CHAPIVR SJ-17.051, FLORIDA ADMINIST TIVECODE I'URSU, TOSE]ON472.027, FLORIDA' LORIDA'STATUTES.0 SGNE FOR THE FIRM MIGU ESPIN P.S.M. No. 5101-STATE OF FLORIDA OT ALDWR OUTANAHENTI LECICC SIGNATURE AND AUTHENTICATEDM D/ONLEC NC SEAL AR THIS PSNOVAIDWTHOTHESGNATUREAND THE ORIGINAL RAISED SEAL OF A LICENSE SURVEYOR AND MAPPER. 1vNg ua: 06/1612WO SH-ET 1 OF 2 NOI VNIIYIMOLI ALL GA.FS N. E. 105th STREET (Bads of Beodno (Am med) ; r � 17. 1' Aspholl-Pavernent t; w U) a Cr C Q m J: r n1 O g 14.2' Parkway I g NORTH N NFond 1/2' kon Pg7e a Z N 1- !` +. .. •'N90°00'(10"N' 106,06 ''S'Sdewal L.k .. L _ 1 7.24' 3' 1 / M 75.1YF Fond 1 2' W w O 1 St SWi \Ww Ppe No b. MAP OF SURVEY 30' ! I Scale: 1' = 20' 69 TOTAL R/W Lot 12 -Block 117 ! Lot 11 'Block 117 's o_ v2 I3' S11 .a MI' _ ��1 I 7.V c9! 47 9.95' In h o.a d F F. F1.v.-� G c 2 oc T16.99'12.47 g aac ' % ■• _-- °Mlami Shoes VII'age vs e = 1SPORY.IBUILDING DATE Residence No. 304 2D90. u0_�j+ c, CpVYI IuY°� OT•U IO.S�fI. i( d°.,MUier�"'a�a.�, - O Ln ° ca °.1r1 Qro.m' ki " 08cma 14.634a..M7 %o TF.F. EIay. 0.44' a5.2JJ� a4 n° nN _17_1P 2 1945' `-�;°o+u�^an°a�'.8 Q 10 CGbIPl1FlICE Wi �'1 AI_l FEDERAL a Y °^ ,Q Uc I�Iv f f Rt L--S ArIU PEW J�AT10�1S [� a �� M9 °4o1 us °° r `j.'VVyy,1 • U °�12Jt �°J°uo,.°eo°°`v :ir• a- '6te'- la d J I Fond 12' i, MS• °9n,9 'Doti io"°o'ie°° " ; r Yon Pp,e No c°� OAd' ///```Fkxrd l(2' CA 1v°W NOh ml Un / No IP. - �0 — •24.18' )(1 w. NR) 5756E 100.(Pas `� -- - - bb ALL YEANIVCd AND"%AN�E55HOWNH.-0NAME 4i 15'ALLEY afGpiD A1�MFA5UiE lW1ES5 .....Z. No7ED. $HEhT 20F 2 9.2'Asphdt Ha vauvwwuAu rAocs o- MIGUEL ESPINOSA LAND SURVEYING INC. ` — '- -- 1 17 PROFE.S".'ANAL SWJEYOR AND MAPPER f Fot➢ld I/2' + Lot 13Block 117 Lot 14-Blo — — ck _ 7700 NORTHrNDAL.C111VE,9ME306. WMY.FL(XMDAmi1 6 ,,o„ Proe - Nob. PHONE (3=262.2W2 LY. N6. 6467 " AN AMENDED PLAT OF SFCTION No. 5 OF MIAN41 SHORES "I BOUNDARY SURVEY P.B. 10 - PC. 47 OkOml Doi.; FWd dAs, Re m°n oats: Drawn by: Job No 06/16/2020 06/15/202o 06/16/2W0 Mf. S-13711