The URL can be used to link to this page

DS-19-1539Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 X -PIK L'r! Permit NO.: DS-07-19-1539 Permit Type: Driveways/Sidewaiks/Slabs Work Ctossification: Addition/Afteratron Permit status: Approved Issue Date: 01/24/220 Expiration: 07/22/2020 Location Address Parcel Number 1292 NE 95TH ST, Miami Shores, FL 33138 1132060144040 rnnt2rtc MARIA DELLATORRES Owner HOME OWNER Contractor 1292 NE 95 ST, MIAMI SHORES, FL 33138 HOME OWNER Mobile: 3054966599 paoladellatorre@me.com Description: REPLACEMENT EXISTING TILES, EXTENSION OF Valuation: $ 56,000.00 Inspection Requests: POOL DECK. 305 762-4949 Total Sq Feet: 2,000.00 Fees Amount Application Fee - Other $50.00 CCF $33.60 Concrete/asphalt/pavers, slabs, dways, $125.00 swalks DBPR Fee $2.63 DCA Fee $2.00 Education Surcharge $11.20 Planning and Zoning Review Fee $35.00 Scanning Fee $15.00 Structural Review ($45) $45.00 Technology Fee $4.38 Total: $323.81 Payments Date Paid Amt Paid Total Fees $323.81 Credit Card 07/03/2019 $50.00 Credit Card 01/24/2020 $273.81 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. 1 understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: Wtrrtat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructipn 4Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date January 24, 2020 Page 2 of 2 10 2qj?�I` �Iq�l�ec� ►2 `1115 112iIzo26 BUILDING 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 PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING xJEc V]tT i JUL 0 3 m; BY: N-0-1 FBC 202Master Permit No. — Iq _M9 Sub Permit No ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 4292 '"F �- J � S ' 'P P.r City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I I 2 r7(P ) I HLA 04 C) Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �XO �1.�� I�� 4 r' Phone#: Address: �L L tjF City: H t (,I /1f }^ State: Tenant/Lessee Name: Email: Phone#: CONTRACTOR: Company Name: �Q, �)YYt4Z '�� 1' Phone#: `7of q7 6 �L 0 Address: j'�(j2"!� �� qS 'J�'� ,p n City: I ! �VU State: (�1C1 Zip: 33 Qualifier Name: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: cc''fff'��J�r, Gf�p Value of Work for this Permit: $ `�� 56,000 Squarotbnear FootWpe of Work: S�-F Type of Work: ❑ A(ldition ❑ Alteration New, ❑ Repair/R�place El Demolition Description of Work: cci t Iy Specify color of color thru tile: Submittal Fee $ CDO OZ) Permit Fee $ 1 . CAD CCF'$ CO/CC $ Scanning Fee $ l C� Radon Fee $ �Q DBPR $ . �3 Notary $ Technology Fee $ Training/Education Fee $ ( �'� Double Fee $ Structural Reviews $ Bond $ r->J�i2 TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectioqqhich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be 4p4ovedgpda reinspection fee will be charged. Signature u"g- j - \--1 Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of ( 20 by f GIt��1 0 �G1 2 If who is personally known to ZPOB uced XV&V I « S as o did take an oath. `\`��00111111741 \```` A�cr0�/��i, AF : H2S,2' P s�G�726t • The foregoing instrument was acknowledged before me this day of , 20 , by , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: i "gaea ...- ..t' sr Seal:k U1% �� Seal: as :*�.*****s*.**..******•rr*****************************s*******ss*s**.*rr*****************�*/**ss*:s**:******:: APPROVED BY ��Plans Examiner 0 lb `� Zoning h Structural Review Clerk (Revised02/24/2014) 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 NAME:G(� DATE: 0� O 1 ADDRESS: Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I 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. I 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— t�- 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 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—har 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, ates the exemption. Initial ItlU�i/1 `f �'S.. 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 A is,my,r Sponsibility to ensure that the persons whom I employ have the license required by law and by coup r municipal ordinance. Initial I 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 am aware of the limits of my insurance coverage for injuries to workers on my property. Initial �D 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 [� 04/ 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will 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. I 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 th Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.htmi n� Initial f(/ 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: age NE qs +-% S- ]� Initial �� 4 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. , p ,�� —� 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 day of 20 I By 1" I INCt aO �C�� YYwho was personally known to me or who has Produc there ' nse or II, 1 �d . OWNER 'ation 0� ODY PR/ �.; H2S. 2 • y #GG 2872U • ZjJ, °ry 90 �, ;J,, Haled U040,t Property Information Folio: 11-3206-014-4040 Property Address: 1292 NE 95 ST Miami Shores, FL 33138-2550 Owner MARIA PAOLA DELLA TORRE Mailing Address 1292 NE 95 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1700 SGL FAMILY - 4001 SQFT & Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds I Baths / Half 3/2/0 Floors 2 Living Units 1 Actual Area 3,325 Sq.Ft Living Area 2,407 Sq.Ft Adjusted Area 2,840 Sq.Ft Lot Size 7,650 Sq.Ft Year Built 1950 Assessment Information Year 2019 2018 2017 Land Value $289,142 $275,528 $275,528 Building Value $624,800 $600,750 $607,500 XF Value $49,986 $42,382 $42,864 Market Value $963,928 $918,6601 $925,892 Assessed Value 1 $963,9281 $918,660 $925,892 Benefits Information Benefit Type 2019 2018 2017 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 W75FT LOTS 1 & 2 BLK 85 LOT SIZE 75.000 X 102 OR 17687-4597 0697 1 COC 24626-0664 06 2006 1 Generated On : 8/27/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $0 $0 $0 Taxable Value $963,928 $918,660 $925,892 School Board Exemption Value $0 $0 $0 Taxable Value $963,9281 $918,6601 $925,892 City Exemption Value $0 $0 $0 Taxable Value $963,928 $918,660 $925,892 Regional Exemption Value $0 $0 $0 Taxable Value $963,928 $918,660 $925,892 Sales Information Previous Sale Price OR Book -Page Qualification Description 09/30/2016 $1,160,000 30264-3159 Qual by exam of deed 08/28/2013 $1,200,000 28800-1267 Qual by exam of deed 06/01/2006 $600,000 24626-0664 Sales which are qualified 03/01/2004 $629,000 22120-2800 1 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: STATE OF FLORIDA DEPARTMENT OF HEALTH APPLICATION FOR CONSTRUCTION PERMIT Permit Application Number. tD.60 N.E. 95th STREET ------- - - 27' ASPHAI 1F PAVCMEN f 80' IOIAL RIGHT-C'F-YJAY 21 25' I.1P,R�<W/`Y PAVERS N. M 80' C ONC S.UEWALK 82. �I - (C) 'f f J.L' 112- No I.D.) F'f1VF_RS JA Y — -- - •_ � AN - 118,65' � -� - E w,o _ T_ �L� N 2 0 6 CD CAT - —'fTC PC F-r GARAGE ,. A E A/C t�001- ON J TWOSTORY09S - 65 N 6.46' RES/ NCE # . 92 _ A/C cl�V _ . F F.F I'.F V. -8.63 cl AB - NOT PART OF s , SCOPE 'W > 0 I O L 0 — -- — CD BLOCK 2s-no CQrzNER Z I .I.P P. 1 /;z (No ID) REMAINDER OF LOT 1 n_ el-- OCK 85 0 s' - 3., TOTAL WORK P ---------------- O C REMAINDER OF LOT T E 8 90 — BLGOZK - extension of ded o N 65 18.70' ^ _ v . , TILE v o COOL 28.15 v o WOOD RI J�. / extension of decl / Level 1 '.0' ��.-�.5• f 13.80' _ _ _ _ 41. 0 - -- - l/�1- 77_ 2( .F1:i aLL.- --•--•- I LD) ca _D 10, W P.P. %' �89.7 (C) `n LOT 11 ao N LOT 12 i -- (P.B. 40-PG.16) ch (P.B.40- PG. 16) (P.B.40-PG.16) X —7 O � /2�a- NE- C�S S+ 4TiqOvA Site Plan submitted by: -�F,-rc�roy Plan Approved Not Approved Date $ a1 1 gy County Health Department ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 2 of 4 (Stock Number: 5744-002-4015-6) STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM EXISTING SYSTEM AND SYSTEM REPAIR EVALUATION APPLICANT: CONTRACTOR / AGENT: PERMIT # LOT: ' BLOCK: O `:7 SUBDIV: Z. [ � ID#: 06 O 14 - � �o TO BE COMPLETED BY FLORIDA REGISTERED ENGINEER, DEPARTMENT EMPLOYEE, SEPTIC TANK CONTRACTOR OR OTHER CERTIFIED PERSON. SIGN AND SEAL ALL SUBMITTED DOCUMENTS. COMPLETE ALL APPLICABLE ITEMS. COMPLETE TANK CERTIFICATION BELOW OR NOTE IN REMARKS WHY THE TANKS CANNOT BE CERTIFIED. EXISTING TANK INFORMATION '-0 0] GALLONS -SEPTIC TAN ATU LEGEND: /" MATERIAL: C71G ') BAFFLED: 0 N] [ ] GALLONS SEPTIC TANK/GPD ATU LEGEND: MATERIAL: BAFFLED:[Y / N] [ ] GALLONS GREASE INTERCEPTOR LEGEND: MATERIAL: [ ] GALLONS DOSING TANK LEGEND: MATERIAL: # PUMPS:[ ] =________---------- I CERTIFY THAT THE LISTED TANKS WERE PUMPED ON g / Z! / I I ' �rBY GTE l i M�D �f HAVE THE VOLUMES SPECIFIED AS DETERMINED BY / FILLING / LEGEND ], ARE FREE OF OBSERVABLE DEFECTS OR LEAKS, AND HAVE A,[ LECTION OUTFT FILTER DEVICE ] INSTC�JLED. SIGNATURE OF LICENSED CONTRACTOR BUSINESS NAME DATE EXISTING DRAINFIELD INFORMATION [ �fjo ] SQUARE FEET PRIMARY DRAINFIELD SYSTEM NO. OF TRENCHES [ ] SQUARE FEET SYSTEM NO. OF TRENCHES TYPE OF SYSTEM: [�] STANDARD [ ) FILLED ( ] MOUND [ ] CONFIGURATION: [ ] TRENCH BED [ ] DESIGN:] HEADER [ ] D-BOX GRAVITY SYSTEM ELEVATION OF BOTTOMOF DRAINFIELD IN RELATION TO EXISTING GRADE SYSTEM FAILURE AND REPAIR INFORMATION ] DIMENSIONS: ),C) X ] DIMENSIONS: X [ ] DOSED SYSTEM INCHES [ ABO / BELOW] [ l 1jSb ] SYSTEM INSTALLATION DATE TYPE OF WASTE [ DOMESTIC [ ] COMMERCIAL [ ?6 p ] GPD ESTIMATED SEWAGE FLOW BASED ON [ ] METERED TER �<] TABLE 1, 64E-6, FAC SITE CONDITIONS: NAT OF [ FAIL [ FAIL [ SYMPTO [ DRAINAGE STRUCTURES SLOPING PROPERTY HYDRAUL C OVERLOAD DRAINAGE RUN OFF SEWAGE ON ROUND PLUMBING BACKUP REMARKS/ADDITIONAL CRITERIA [ �(] POOL [�] PATIO / DECK [ %] PARKING [ ] MAINTETHEER E [ ] WATERE [ ] D BOX S - -"l)I(nenSIar(-� L'' 9 SUBMITTED BY: TITLE/LICENSE DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC [ ] SY E AMAGE [ ] [ ] D INFIELD DATE: v b-7 P t , Page 4 of 4 Mr. CIs Plumbing & Septic, Ilc: 0al' - YOU CLOG IT - WE CLEAR IT Mailing Address: P.O. Box 693239 Miami FL. 33269 WORK ORDER / INVOICE Ph: Dade:- (305) 651 - 7859 / (305) 651 - 5652 Ph: Brow:- (954) 927 - 2140 Fax: (305 ) 651 - 5610 HRS approved SR0061536 Licensed & Insured Date of Order Home rel. e Work Tel. P.O. No. Commercial 1-1 starting Date i/aEi Residential TO: ^ n , n r-� � P-`� Job Name / No. � nf��/� C C1 Job Location 57 � - Invoice Data 2lf? JobTel. SERVICES RENDERED PUMP -OUT COST TANKS SEWER -JET COST OTHER SERVICES COST C4 Septic Tank 3Ot7 ❑ Pressure clean tank ❑ Tank Lid ❑ Grease Trap ❑ Jet main line ❑ Tank Repair ❑ Lint Trap ❑ Jet outgoing line ❑ Baffle Repair/ Installation ❑ Catch Basin / French Drain ❑ Jet lateral line ❑ Line Repair / Installation ❑ Lift Station / Holding Tank ❑ Drainfield Jetting ❑ Camera Inspectio ovate Tank ❑ Soakage Pit ❑ ( Septic Inspection ❑ Sludge / Grease removal ❑ ❑ Snag Line / Clear Toile ❑ Dirt/Debris Removal ❑ I Diggil�g Fee "e ❑ ❑ ❑ mbing Re Ir ❑ X Hours X Hours Hours SUB -TOTAL 13C0 SUB -TOTAL 96 -TOTAL Z4 ZS SERVICE WA RANT ❑ Drainfield cleaning - use jet machine to re ove sludge build - up from drain eld. Warranty is for ' ety (90) days failure of the drainfield during the warranty period Mr. C' s Plumbing & S tic, Inc. will credit $ towards t e co of a new drainfield. ❑ Drainfield system not working at this ti therefore service provided is o tempor an not under warranty. The service provided is a cleaning proc dure and not unde anty. ❑ Jet mainline - warranty is for day . is voided if line is d age or corroded. PROPOSED ESTIMATE TO CORRECT SEPTIC SYSTEM Estimated Cost DESCRIPTION OF WORK ❑ System requires new sq. ft. Drainfield. ❑ System requires new X Tank Lid. W C" Ita FPj--O.r OF o-lS� r ❑ System requires new Gallon Tank. A7' i � Ti�tr ❑ System requires ft. of new line. ❑ System requires pressure cleaning / jetting of lines. TOTAL ESTIMATED COST $ ❑ WRITTEN PROPOSAL LEFT WITH LAYOUT OF SEPTIC SYSTEM CUSTOMER CHARGE FOR WORK DONE We are not responsible for roof or water damage or damage done to property, pipes or underground utilities or for damage done to old or faulty plumbing. UNDER NO CIRCUMSTANCES ARE WE LIABLE FOR CONS UENTIAL DAMAGE. By si ing his contract c mar agrees that if payment is not received for s ice rendered if col action proceedings are necessary to enfo ce pa ant, stomer shall be Liable to Mr. Cs Plumbing &Septic Inc. and/or i as for all costs and reasonable attorney's fees inc rred t e I it rights. OTY. SERVICE PER UNIT AMOUNT Pump Out Sewer Jet Other Z rj d� I At thori ' rv, -�Z5 PAYMENT DETAILS �j TERMS OF PAYMENT ►�'CRED/T CARD ❑ CASH ❑ BILLING ❑ CHECK I ac edge t sa ct ompletion of work described above. ti �% r 3?. Z5 "YOU CLOGGED IT, WE CLEARED IT...... THANKS FOR CHOOSING MR. Cs PLUMBING & SEPTIC, INC. . Mr. Cs Plumbing & Septic, Inc. 19932 NW 2N'Aventie P.O. Bc» 693239..11itrnii, TWri;ln 33261-0239 0 Dade: (305) 651-7859/5652 Fax: (305) 651-5610 Brow:(954) 927-2140 License # CFC1428729 INSPECTION REPORT Date: Inspected By: o0-t 16Y1, Inspection Fee: $ 2s N Inv. No. 6391 if Service Technician Property Inspected: AiC— 95 shbke--� )I-(- Septic Tank Location: ® North ❑ South R&East ❑ West IN Front ❑ Rear ❑ Side Septic Tank Depth: & in/*. Septic Tank Size: Sabo Gals. Tank Baffled: P Yes ❑ No Type: IM.Concrete. ❑ Fiberglass. ❑ Septic Tank Meas.: L: r� W:14-5 Ft D: tf FT Drain field size is approx: ab o sq. ft. No. of Bedrooms [ 3 ] Water Supply: ❑ Well City System adequate RLYes ❑ No Condition of Tank Lids: 1. Satisfactory ❑ Unsatisfactory Needs to be: ❑ Replaced ❑ Repaired Septic Tank Fluid Condition: EZSatisfactory ❑ Unsatisfactory ❑ Needs Pressure cleaning ❑ Sludge Level: �T ft. Preventative Pump Out To Be Done: ❑ ASAP ❑ 1YR 0 2YR Condition of Absorption Area and Junction Box: R[Dry ❑ Moistened ❑ Saturated Any evidence of sewer backup? ................................................... ❑Yes ONo. After running water for several minutes, was there any evidence of a possible backup. ❑Yes IpNo. Corrective Measures Needed Replace Septic Tank $ Pump Tank $ Mainline Jetting $ Replace Lid $ Drain field Jetting $ Baffle Replacement $ Replace Drain field $ Mainline Replacement $ ❑Pressure Cleaning ❑Dirt/ Sludge Removal $ $ Remarks: Total estimated cost $ Gfvt- 5V6-1 ter /S G )okkG-,s6 A-y 7Z%-5 ^7%� ' Septic systems are underground making it impossible to state, with certainty, their overall condition. all systems require regular maintenance such as pumping. No one can predict when a system will fail. This report comments only on the functionality on the day of inspection and is not a warranty. Reason for Inspection: 1-90.b SC0/X1. To Miami Shores Village, January 21, 2020 Homeowner: MARIA DELLA TORRES, 1292 NE 95 ST, MIAMI SHORES, FL 33138 . . .... ...... ...... . ...... PERMIT DS-07-19-1539 •••••• .... . .. ..... Attention : Ismael Naranjo ...... . . ..... • .... .... ...... . . .. . ...... Requirement for Pool Barrier Concerning R4501.17. a "barrier" will be provided using a. installation of Expanded Sheet Metal, Flat, Al, 8x4 ft, 1/240.081 on two existing entry gates up to a height of 48" on the street side of the gates (see technical info sheet attached for metal sheet). -uki-t� (a/,)A- OF ''J°°a• b. installation of Pool Guard Alarm System in the existing swimming pool. (see technical info sheet attached). -,rzzo4S Sincerely, SIGNATURE MARIA DELLA TORRES 1 of 1 Raw Materials > A > SYQ-3-�,IeSh eel s > Sypa°,jed S�,—1 zi�,- I- P-- �t ' 7- r'- 000000 .... 4 00 0 Expanded Sheet, Flat, Al, 8x4 ft, 1/2-#O:DB1 ...O0 -o 000000 : .. SPAWO 43F4500811 -48X96 30102SO6 000000 00 • 0 0 00 00 00 00 :00:9: 0 o 00• 0 0• : 0 - 0 0 • 0 0 $101.99 'each 0 0 14 How Can weimprove our Prod.:* Technical Specs Expanded Sheet Rat Aluminum Mill 3003 H14 8 ft. 4 f, G-060' .em requires specsall --zirq aocMionai charges may apply N�- 13.0 Ibs- +2, DOW +2-000' +{ -0, 00 5' 0.500 x 1,270' 0-313 x 1.000' 0. 103* 0.060' 1/740.081 HOME I CONTACT US 183E POOLOUARD I PRODUCT W1NUAIS I WARRANTY REGISTRATION Read Before 5r rh p You Buy 00 via httpJ/www.pooiguard.com/ '..° • Poolguard Alarms: INGROUND POOL ALARM • MODEL PGR944.' • Pool Alarm — Model PGRM-2 ...... • Pool Alarm — Model PGRM-SB so so • Gate Alarm ...... Door Alarms - NEW "`NSF Certified to ASTM F 2208-08" • • Door Alton - DAPT 3 (Sounds in 7 seconds) • Door Alarm - DAPT4NT (Sounds immediately) Model PGRVI-2 Installation Video Other Information: • Contact Us • Buy Poolguard • Product Manuals • News From Poolguard • Warranty Registration • Model PGRM-2 Installation Video • Model PGRM-SB Installation Video •. • As well As the states of CA, CT, FL, and TN • Detects Intruders • Sits on Deck • Battery Powered • Low Battery Indicator • New Sensing Technology • Easy to Use • Completely Portable • Automatic Reset • Affordable Price • Important Safety Feature • In House Remote Receiver • Horns are 85 dB at 10 feet P00LGUARD11PBM INDUSTRIES. INC. has been manufacturing pool alarms, door Alarms: and gate alarms sine 1982. All Poolguard products are proudly Made in the USA. Poolguard Pool Alarms were tested and "Top Rated' by Good Housekeeping Magazine, Poolguard Pool Alarms have been Tested and Certified by NSF International to the ASTM Standard Safety Specification for Residential Pool Alarms, ASTM F 2208-08. POOLGUARD IN GROUND POOL ALARM NSF CERTIFIED TO ASTM F 2208-08 NEW Weatherproof Design wI, PERMIT REVIEW CRITERIA (DS-07-19-1539) FOR MIAMI SHORES VILLAGE PERMIT ADDRESS: 1292 NE 95TH ST Miami Shores, FL 33138 APPLICATION DATE: 07/03/2019 SQUARE FEET: EXPIRATION DATE: 12/30/2019 VALUATION: CONTACTS NAME Contractor HOME OWNER HOME OWNER Owner MARIA DELLATORRES MARIA DELLATORRES PARCEL: 1132060144040 2.000.00 DESCRIPTION: REPLACEMENT EXISTING TILES, EXTENSION OF P $56,000.00 DECK. COMPANY ADDRESS• • i••••• •••••• * • • HOME OWNER • • : • • • HOMEOWNER •••••• • ••••'• • 1292 NE 95 MIAMI SHORES, Ft 33138• ..... •••• • ••••• 1292 NE 9§ ••• •• • ••••• MIAMI SHORES, 33138• • • •Ft •• ••• • •••••• -Planning, Building • • .•••:• REVIEW ITEM STATUS REVIEWER • • : • • • • • • • Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@rrilsV%Jbv; . • • : • • • •: Review item used to allow building to comment during a plan review ' • ; . •' Comments: 1. Reflect compliance with section 302.6 Of the 2017 FBC, Existing Building. 2. Fence details provided do not meet requirements for pool barrier. Please provide details and specifications for the require pool barrier as per R4501.17 of the 2017 FBC, Residential. Elebtiical v.1 .. - I Requires Re -submit CARLOS SOSA email: EL@MSVFL.GOV Comments: need electrical plan showing pool grounding, 15 volt maximum pool light and G. F. I. protected pool pump. MAD SR. Planning v.1 Approved Review conducted by the planning and zoning department Structural v.1 Approved Travis Kendall email: kendallt@msvfl.gov Orlando Blanco email: nulll6 October 29, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1 h Reply To Miami Shores Village Comments, from Oct 29, 2019 PERMIT REVIEW CRITERIA (DS-07-19-1539) FOR MIAMI SHORES VILLAGE HOMEOWNER: MARIA DELLA TORRES, 1292 NE 95 ST, MIAMI SHORES, FL 33:38. •. ...... • • • • • ...... . ...... REVIEW ITEMS: .... . ..... • ...... ... ..... .... ... ...... A: BUILDING V.1 . . . . ...... Plans for pool were approved by Village of Miami Shores '2006 withthe • • permit number BPP-7-06-1966 • .. . See two (2) Pool Plans provided on extra sheets. Pool plans obtained via Path : \Building Dept\095th St\NE\1292 NE 95 St\Archive\1292 NE 95 St (16) Existina • n• Please see below B: ELECTRICAL V.1 Marked on pool plans are: 0 1. pool grounding, Refer to provided copies of electrical pool plan, grounding marked in orange O 2. 15 volt maximum pool light Plan shows 12V pool light> marked in Yellow 0 3. G. F. I. protected pool pump. Marked in Green : GFI Outdoor REC. 1 of 2 k . . A .BUILDING V.1 See Plan submitted. Proposal over Survey . Concerning R4501.17.1.9; a "barrier" will be provided with a "stan+dard screen . enclosure" which meets requirements of R45O1.17.1.11 •.•••. ...... ... ..... • . . . . ... ,..... ... .. . . .. . • .... SIGNATURE MARIA DELLA TORREO NOV 15 2019 2of2 . CALC ENGINEERING 3901 NW 791h Avenue, Unit 216 Doral, FL 33166 Ph: 305-898-9995 CA 5566 STRUCTURAL CALCULATIONS PROJECT: EXTERIOR WORK FOR PAOLA DELLA TORRE RESIDENCE ADDRESS: 1292 NE 95TH ST, MIAMI SHORES, FL 33138 APPLICABLE CODES - FBC 2017 - ASCE 2010 - ACI 318-14 - AISC 14T" EDITION - NDS 2015 - ADM 2015 ...... ...... These Calculations contain manual and computer generated structural calculations. Computations were performed to the best of my knowledge according to sound and generally mlkjvlaccepted engineering principals and Code requirements. The sign and'al(pr'.ovid'e sed,,Derein is �V H✓ P. ....... oe meant to cover all computation sheets pages 1 through 10.•�\C E NS,�Ij''is N 82038 S 7 AT 4F 7-1' R .1 . �f .� Mas�6q ajah ;PhD, P.E. Flo`riffA Reg.: 82038 STi Li0 . APF - -'-E 1--- 1 CALC ENGINEERING 3901 NW 791h Avenue, Unit 216 Doral, FL 33166 Ph: 305-898-9995 CA 5566 PROJECT: EXTERIOR WORK FOR PAOLA DELLA TORRE RESIDENCE ADDRESS: 1292 NE 95TH ST, MIAMI SHORES, FL 33138 •••• . . •••• ...... ...... .. ...... TABLE OF CONTENTS •••�•• • . .... .... . . 0000 1. DESIGN CRITERIA...........................................................................................................«........... 2. LOADS......................................................................................................................•.•.•.................�..4 3. STEEL SIDE GATE ELEMENT DESIGN ............................................... •.........:..««�.7 •••••• .. ...... .00. 0000 Computer Programs Used: • Mecawind PA CALC ENGINEERING 3901 NW 79m Avenue, Unit 216 Doral, FL 33166 Ph: 305-898-9995 CA 5566 1. DESIGN CRITERIA Design Parameters • Florida Building Code, 2017 Edition • Wind Parameters: ■ ASCE 7-10 ■ Wind Velocity= 115 MPH (ULT) ■ Risk Category= II ■ Exposure= D Materials Used • Concrete Strength at 28 days — fc=3000 psi • Reinforcing - 60,000 psi • Steel HSS ASTM A500 GrB - fy=46,000psi • Steel Plates ASTM A36 — fy=36,000psi Design Loads • Refer to Section 2. Foundation Parameters • Presumptive Bearing Capacity 1500psf. 3 00 00 CALC ENGINEERING 3901 NW 791h Avenue, Unit 216 Doral, FL. 33166 Ph: 305-898-9995 CA 5566 2. LOADS Wind Loads for Fence (See report below) • • 0 0 qh=17.8psf (ASD) . . .... ...... G=0.85 Cf=1.43 ...... • .. ...... 0 0 WIat=17.8*0.85*1.43=21.64psf • • • • • • .... ....' . . solid=1-(0.5/5.5)=91% .... .... ..... Wind Load To Be Used = 21.64psf * 0.90 = 19.7psf (On Gross Area) • • • • • • • • • •...' .. .. .. .. ...... Wind Output for Fence MecaWind v2322 • • ;r:s.e www.meca.biz, •••• Basic Wind Parameters Wind Load Standard = ASCE 7-10 Exposure Category = D Wind Design Speed = 115.0 mph Risk Category = II Structure Type = Other Other Structure Type = Freestanding Wall General Wind Settings = ASCE 7-10 Wind Parameters = Incl LF Include ASD Load Factor of 0.6 in Pressures = True DynType = Dynamic Type of Structure = Rigid NF = Natural Frequency of Structure (Mode 1) = 1.000 Hz NF = Natural Frequency of Structure = 1.000 Hz Zg = Altitude (Ground Elevation) above Sea Level = 0.000 ft Bdist = Base Elevation of Structure = 0.000 ft GenElev = Specify the Elevations For Wind Pressures = Mean Roof Ht Reacs = Show the Base Reactions in the output = False MWFRSType = MWFRS Method Selected = No Analysis Topographic Factor per Fig 26.8-1 Topo = Topographic Feature = None Kzt = Topographic Factor = 1.000 Freestanding Wall Inputs Freestanding Wall = h : Height to Top of Wall = 6.000 ft B Horizontal Width of Wall = 9.000 ft Lr: Dimension of return corner= 0.000 ft s Vertical Height of Wall = 6.000 ft e : Solidity Ratio = 1.000 Exposure Constants per Table 26.9-1: Alpha: Const from Table 26.9-1= 11.500 Zg: Const from Table 26.9-1= 700.000 ft At: Const from Table 26.9-1= 0.087 Bt: Const from Table 26.9-1= 1.070 4 CALC ENGINEERING 3901 NW 791h Avenue, Unit 216 Doral, FL 33166 Ph: 305-898-9995 CA 5566 Am: Const from Table 26.9-1= 0.111 C: Const from Table 26.9-1= 0.150 Bm: Const from Table 26.9-1= 0.800 Eps: Const from Table 26.9-1= 0.125 Gust Factor Calculation: Gust Factor Category I Rigid Structures - Simplified Method •••• G1 = For Rigid Structures (Nat. Freq.>l Hz) use 0.85 •• • •••• •• " • Gust Factor Category II Rigid Structures - Complete Analysis •••••• 0 00 ' Zm = 0.6 * Ht • _• .0000 ft ' • • 0000 Izm = Cc * (33 / Zm) ^ 0.167 4r•G01199 •••• ••••• Lzm = L * (zm / 33) ^ Epsilon =•�3y•472 •• • : ""' •• •• •• •• •••••• Q = (1 / (1 + 0.63 * ((B + Ht) / Lzm)^0.63))^0.5 • `• D•982 • •' G2 = 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.;16 • • :000 % • •••••• Gust Factor Used in Analysis •• • • •• • • • • G = Lessor Of G1 Or G2 = 0.850 •• " Main Wind Force Resisting System (MWFRS) Calculations for Freestanding Wall per Ch 29: LF = Load Factor based upon ASD Design = 0.60 hs = Overall height of structure = 6.000 ft Kz = Since z<15 ft [4.572 m] --> 2.01 * (15/zg)^(2/Alpha) = 1.030 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor per Table 26.6-1 = 0.85 qh = (0.00256 * Kh * Kzt * Kd * V^2) * LF = 17.79 psf MWFRS Pressures on Freestanding Wall per Fig 29.4-1: [., FREESTANDING WALL I F GROUNDSURFACE �iri��5irttrrtii�3tirrrrrritii�trrr»ti»� ELEVATION VIEW I I � F i( )1( )IE�) CASE A w,N F F F F wwo I CASE C i 0�0 h ��rrrrrrrorrrr�rtrrrrrrrrr»rrrrrrr �ti�CROSS-SECTION VIEW jF wwo l � RANGE CASE 8 I I I F wum 0ze �� RANGE PLAN VIEWS R = Reduction factor to account for openings: (1-(1-e)"1.5) Rc = Reduction factor for Case C since s/h > 0.8: (1.8-s/h) IBW HIHI�IHI F F WIN[) F F = 1.000 = 0.800 9 CALC ENGINEERING 3901 NW 791h Avenue, Unit 216 Doral, FL 33166 Ph: 305-898-9995 CA 5566 As = Gross Area of Wall: B * s = 54.00 sq ft B/s = Aspect Ratio: B / s = 1.500 s/h = Clearance Ratio: s / h = 1.000 Cf = Net Force Coefficient for Case A and B per Fig 29.4-1 = j %30 •••• Case A: Resultant force acts normal to face through geometric center •••••• • • • and since s/h = 1 then consider force acting 0.05*s above the geomet'*inter. • •••• •••• 0.05*s = Since s/h = 1 the load is applied at this vertical offset from*Wji. &nters•%.30f ft •••••• • • F = Design Wind force: qh * G * Cf * As * R • 0 414t68 lb •• •• •••••• • Case B: Resultant force acts normal to face at a distance from the geomet*ic • : • • center toward the windward edge equal to 0.2 times the average wif:th ••• • •• • • •• and since s/h 1 then consider force acting 0.05*s above Lhe geometric center* • •• • •• 0.05*s = Since s/h = 1 the load is applied at this vertical offset from geom center= 0.300 ft Dx = Force Offset from Center toward windward edge: 0.2 * B = 1.800 ft F = Design Wind force: qh * G * Cf * As * R = 1168 lb Case C: Since B/s < 2 then: Case C need not be considered Ii CALC ENGINEERING 3901 NW 791h Avenue, Unit 216 Doral, FL 33166 Ph: 305-898-9995 CA 5566 3. STEEL SIDE GATE ELEMENT DESIGN Critical WE Slat . . ' .... ...... Span= 3'-2" ...... '.: ....:. Wlat= 19.7psf """ • Slat Size= 5%Z" x %" .... •..• :•...: Wlat= 19.7*5.5/12=9.03lb/If :::: :000 '•"' W12 9.03*3.172 • • • • • ••••• Mmax= = = 11.341b — f t •• •• •• • • ••••• 8 8 ...... 0 1000psi 0Fb= 000 Sy req= 11.34*12/1000=0.14in3 •••:• ; .• bhZ 1.5*.75= . •• • • �� ••••••Sy available= bh _ 0.52in3 OK . . R= 9.03*3.17/2=14.321b Connect to Steel Fram using (2) #12-14 Tek Screws Tall= 2*809=16181b TART F 7 —Al I f1WARl F TFNSII F P111 1 -OUT I GADS (P., r/t21. hounds -forces' 2, 3,4 Allowable Pullout Values (P/0) on Cold Formed Steel and Aluminum; 0-3.0 Screw Designation Nominal Diameter (in.) Steel Gauge/Thickness Aluminum Thickness 6063-TS2 6063-T6 18 16 14 12 1/8" 3/16" 1/4" 5/16" 1/8" 1/4" 3/8" 1/8" 1/4" #10-16 HWH 0.190 140 182 211 388 404 250 377 #12-14 HWH 0.216 138 186 230 481 496 809 278 680 434 864 #12-14 UPFH 0.216 140 218 252 473 507 837 274 642 418 812 1/4-14 HWH 0.250 170 224 274 431 582 971 283 732 403 997 1/4-20 HWH 0,250 157 231 282 427 571 1066 1422 1422 281 685 1118 396 11 949 7 CALC ENGINEERING 3901 NW 791h Avenue, Unit 216 Doral, FL 33166 Ph: 305-898-9995 CA 5566 Critical Post Design Member= (1) STEEL HSS 2"X2"X3/16" Wlat= 19.70 psf • • Tributary Width= 3.17 ft • • • •.: Load= 62.45 Ib/ft ...... • ....:. Cantilever Span= 6.00 ft • • • • • • M= 62.45 x 36.00 = 1124'ie.,.' The •...• 2 •••••• • . ••.•• Then M = 13.4'9 • • Kip •in • • ...... Fb= 0.6.46= 27.60 Ksi (A 500 Gr. 8) • • •. •: •""� Then Srqr = 13.49 = 0.49 in3 • • ; • • 27.60 Then try with : (1) STEEL HSS 2"X2"X3/16" Sx= 0.64 in3 > 0.49 OK THEN USE (1) STEEL HSS 2"X2"X3/16" 8 CALC ENGINEERING 3901 NW 791h Avenue, Unit 216 Doral, FL 33166 ' Ph:305-898-9995 CA 5566 Critical Post Foundation Post Foundation Design M- 1125.00 Ft-Lbs P: 375.00 Lbs b: 1.00 Ft L 3.00 Ft Soil Density: 100.00 PCF Angle of Friction: 30.00 Degrees Ka: 0.33 Kp: 3.00 ,, .. t . . Mo- 2250.00 Ft-Lbs . Mr: 4050.00 Ft-Lbs _� 3_ SF: 1.80 OK 10 End Post Foundation Post Foundation Design M: 562.50 Ft-Lbs P: 187.50 Lbs b: 067 Ft L 3.00 Ft Soil Density: 100.00 PCF -- -- — • Angle of Friction: Ka', 30.00 0 33 Degrees Kp: 3.00 IN Mo: 1125.00 Ft-Lbs Mr: 2713.50 Ft-Lbs SF: 2.41 OK • • • •••• •••••• •••• • • • • • • •••• •••• ••••• • • • • • •• •• •• •• •••••• • • • • • • • • • • •• • • •• • • •••• 0 CALC ENGINEERING 3901 NW 791h Avenue, Unit 216 Doral, FL 33166 Ph: 305-898-9995 CA 5566 Table 1-12 (continued) Square HSS Dimensions and Properties HSS4-HSS2 Shape will Thick, ness. t Nam- Wt- Inal I Area, A b1t h1f I In. Ib/ft In 10 WSWV/2 0.465 21M 6.02 5.60 5.60 11.9 x3/9 0.349 17,27 4.78 8A6 8.46 10.3 )(6/is 0291 14.83 4.10 10.7 10.7 9.14 XIA 0.233 12.21 3.37 14.2 14.2 7.80 x3lis 0.174 9A2 2.58 20.0 20.0 6.21 x1/& 0.116 6.46 1.77 31.5 31.5 4.40 HSS31/2x3'&<3/9 0.349 14.72 4.09 7.03 7.03 6.49 Aw 0291 12.70 3.52 9.03 9.03 5.84 x1/4 0.233 10.51 2.91 12.0 12.0 5.04 Ais 0.174 8.15 2.24 17.1 17.1 4.05 Ag 0.116 5.61 1.54 27.2 27.2 2.90 WMx3x3ls 0.349 12.17 3.39 5.60 5.60 3.78 xs/1s 0291 10.58 2.94 7.31 7.31 3.45 )0/4 0233 8.81 2.44 9.88 9.88 3.02 x3/ifi 0.174 6.87 1.89 14.2 14.2 2.46 xl/g 0.116 4.75 1.30 22.9 22.9 1.78 HSS21/zx2112X'5/i6 0291 8.45 2.35 5.59 5.59 1.82 x1/4 0233 7.11 1.97 7.73 7.73 1.63 XIN 0.174 5.59 1.54 11A 11.4 1.35 xlls 0.116 3.90 1.07 18.6 18.6 0.99 HSS2'14x2il4x'14 0.233 6.26 1.74 6.66 6.66 1.13 AN 0.174 4.96 1.37 9.93 9.93 0.95 xi/a 0.116 148 0.956 16A 16.4 0.71 HSS2x2x1/4 0.233 5.41 1.51 5.58 5.58 014 0.1161 3.0510.840114.2 114.2 Z J'ab'19 Ftat in? in. I In., 5.97 1.41 7.70 5.13 1.47 6.39 4.57 1.49 5.59 3.90 1.52 4.69 3.10 1.55 3.67 2.20 1,58 2.56 3.71 1.26 4.69 3.34 1.29 4.14 2.88 1.32 3.50 2.31 1.35 2.76 1.66 1.37 1.93 2.52 1.06 3.25 2.30 1.08 2.90 2.01 1.11 2.48 1.64 1.14 1.97 1.19 1.17 1.40 1.46 0.880 1.88 1.30 0.908 1.63 1.08 0.937 1.32 0199 OM5 0.94 1.01 0.8W 1.28 0.847 0X35 1.04 0.633, 0.863 0.75 0.74710.704 0.761 a 4' * 0 6 04** " 6400:9 : 00 R-1 L 00 000 Tprsiog Sir, face ago• C In. in I In.J ftl/ft - 21.0 11.2 1.20 25M 17.5 9.14 1.23 25/s 15.3 7.91 1.25 27A 12.8 6.56 1.27 33/46 10.0 5.07 1.28 37h6 6.91 3.49 1,30 - 11.2 6.77 1.07 21/8 9.89 5.90 1.08 23/8 8.35 4.92 1.10 211/16 6.56 3.83 1.12 21$/16 4.58 2.65 1.13 - 6.64 4.74 0.900 - 5.94 4.18 0.917 - 5.08 3.52 0.933 21/46 4.03 2.76 0.950 27/46 2.84 1.92 0.967 - 3.20 2.74 0.750 - 2.79 2.35 0.767 - 2.25 1.86 0.784 - 1.61 1.31 0.800 - 1.96 1.85 0.683 - 1.60 1.48 0.700 - 1.15 1.05 0.717 1WHISHUR 1.09 1 1.14 10.617 0.79N 0.8171 0.633 10 SAD CALCULATION_ EXISTING HOUSE PANEL __________________________________ ooW REFRIGERATOR -------- 8 WAFER NEATER _________________________________________ SOOOW DRYER_________________________________________________ 1000W DISHWASHER ____________________________________________ 1000 W MICROWAVE ____________________________________________ 800 W WASHER_______________________________________________ 1200 W GARAGE DOOR OPERATOR__________________________________ 800W GARBAGE DISPOSER _____________________________________ 600W RANGE_________________________________________________ 12000W SMALL APPLIANCES ( I SOO W EA. )-------------------------- 450OW LIVING AREA 3.100 SQ. FT.( 3 WATTS PER SQ,FT.)--------------- 930OW SUB. TOTAL 41000W FIRST I0.000W V 100%___________________________________ I0000W NEXT 3I.000W T 40%___________________________________ 12400W 1- 7.5 KW 6 1-5.0 KW A/C STRIP HTRS. 112.S00 W X 65% )-------- _--------------------------- 8125 W 2- A/C UNIT BLOWERS 1.400 W EA. X 1.25%------------------ 3500 W TOTAL 34.025 W TOTAL- 43 02SW - 147.93AMPS 230 V EXISTING HOUSE PANEL LOAD -------------------- 147.93 AMPS NEW PROPOSED 200 AMP HOUSE PANEL MAIN SERVICE LOAD CALCULATION MSTING HOUSE LOAD --------------------------------- -- 41000W NEW POOL PANEL LOAD___________________________________ 13735W TOTAL 54735W FIRST 10,00" 0100%------------ ------ - ----------- --- 10000W NEXT 44.73SW 040%_________________________________.._ 17894W 1- 1.5 KW d I-S.O KW AEC STMP HTRS. ( 12,SDo W X 6S% )------------------- ---------------- 8125 W 2- A/C UNIT BLOWERS 1.400 W EA. X 1.25%------------------ 3500 W TOTAL 39519W TOTAL - 39519 W - 111.32 AMPS 230 V >•1IMl LOAD -CALCULATION NEW POOL PANEL POOL PUMP 2 HP. 230 V. 1 Ph, 60 Hz, 12 AMPS --------------- GPOOL LITES 2- 1-75 276OW 675W.i 6 SPA 300 W,B W. 12 V------------------ VGfI 0UT000R REC. ( NEXT TO POOL EQUIP.)------------------- I BOWI POOL HEATER 110.000 BTU, 230 V, 40 AMPS----------------- 9200W BLOWER I.S HP.. 230 V, 4 AMPS ---------------------------- 920W TOTAL 13,735 W TOTAL - 1 7 W - 59.71 AMPS 230 V NEW POOL PANEL LOAD -------------------------- 59.71 AMPS ( PROVIDE 100 AMP PANEL FUSED TO 60 AMPS) 115 230 V 0.EMA 7.0 M RI(S �sw � e>�a �fl��w�ww��sr>•IiL�t� l 'u�i•.II•-fu:'_u'li:/l�Fi�rR'JIT.•:•YTY9L:dTCS',.� �>. NOTE: ELECTRICAL SUB -CONTRACTOR SHALL VERIFY EXISTING MAIN SERVICE AND CONDUIT. IF NECESSARY ELECTRICAL SUB -CONTRACTOR SHALL MEET WTTH F.P.L. REPRESENTATIVE TO CHANGE AND INCREASE MAIN SERVICE Iw NK 2WMN( ELECTRICAL kE EWl?,X,-'�J/_� APPROVE DATE RDx Ir"NOMURA TYI. ft(11-�IEV) NCV.GX n uw. w rw wAr srA uTE 1 )S w, IiY -� EOOVSMUI[Sw00E AIf.LO8AT10MPAMAY ROOM O[001tAm TG[AC[ 4oA M~HCAFAFANU. ns,:mv,lp —.. _ IRWPROIOSEON ARIL I00AW. 1IS/)JW. I • nzw w I)ze Gn uc —_M� ELOWUI }7FZL Ism W 7/4C ' .A. E TOUI SM TIME ctOOIT T wR II:WI Y N CIL GAL POOLIRAnR IT 40 AMPS OR. IlOANETU ELECT. RISER ROOF �mc MA ��- 4o AMP WL rom FANEL NL. GRADE vs 1t vo v I HeAT Pu MP 110 000 aTu'230V I PH,wwL 3-Way -4I —P, 60 A ERE<.K60. VALV• -F•ILT•f 115 bq.PT. - IVA Wy7fe n N r 8.o HP Pv74p LioV 1 PH, 00 We. Z m -vo LVaS N � •- _ 1 -�'---- 6t.waP• 2io v, 1>5 Of, 4 Arry pL�sneP• � 1 4 I• I �` �; s JC14.TILJ� R-ESI�ELJGE/ �° 1(--'j�-F-~: "/1:1�_-Y .--_.=JIII • • • 6066400 t 0 I•� • S VIA,' •••• 0 PL►uYe I. i., �� III-�1��_--d-o • •: • • � VV _ ..y-i--- ynfy ° � - -- � I I ( !✓ I%y vcuT 7k�allva• • Q1v/ I I aFA ware IL. wil i /11 ?I _ t j I fP.o•nDa 4 ILS:64;Z g• • RtrA 1 � 3VN JI , • • • �/ Q,EeY�•--I•.f-E� I 1 C�-� I��VsuT74'o9oy• � 04ob I 1 rtwL WMTII L i TE, 1 I 'Pja.126H 7 ( I P770V/Da. 6'GL6fl.) 4 LOP ° P iI SufiFIGE: dP.e^ s A30 bR.FY, 41ILIMMGIs�• Pbw HCYe)L r "Ir. Lu. FT, ti / ±I 3W IMo✓R �/ v 9aH6N , - I 1lauoµ VAAI31IN � / Ppv1 D a iiAFa7y' UP / / sTci s - POOL PIPING PLAN SC: 114• _ 1•4• F—LWSAISR_ II? 0oa S.T-v HE&TP.)snp 4Q s••4py 23o v, 1¢ E,o Ht 3-WAY V.W6 ITS 4q.Fr. O rrv: ALL fyoL 69v,PMLOT c.Fi P-IpL,E FILraR rA1vI . c0 i uG. t I,A• To Ba Io',o"Nlwl. EFoM PfoPa�1' LIF16• Z' V•FIFY PT •)es 51TE. m 3-y I'/2 wnSlt vnLVQ � vsLvS aµP P-LP-.•TP-1 mov, 116, 12 Arp! ILO LPM) r0 [LIU. METER AL 1. ALLE CtAXNOTES: PUMP PIPING DIAGRAM 1. ALL BC-W A W[UNGSMALL K 0/ACCOROANCf WIM NEC-NfIM70-1996-00p i.PM mEGR**Ow•Is6Tw LOWWTm II C00KR V IR FOR POOL DECXW RE MESH AND wOL STRUCNRALSIEB S. GROUND ALL MOM MESS. MOTORS. (ADOW ETC W11H 14 C0/RXM1R. SDARATRr IDOL ww MOfOR TO R WCAT70 AWd GROUNDIT WH I R ClOUNO WIRE —lft� *8 NO M-06-112 �EvISEb S►-IEE7 SHEET OF 2 3 9 N.E. .15 "'_ s-re.r;E'i � ,.,%fAsLIT 4.' P,/w st' PA4I&WAY C' Go JL. /��O6WALK. 3' �b jai sv..Ns. ORt V II IMIy x �cIsTIJw 3- sT�fY L•s4AA•. �� R-Gg1DEJGE. # lag2 1 rnFs oe.1c G�'w .VaFf4w � t, Fvr, Ay.i- slaps Pl'?-ro 6D PaoL \ L •GrJGH Sw�HO✓f--_--_- 'A `/S41PYAT .bp SITE fpF.ssv fw+L eA{ �� P rISIAT 3 x 1 x'1' 10�4• �vlo JG. SLM N Iy) 1 e .w.Y P¢If H PNPiRTY LI�IC hee S L"T IF 3 TeF .0 psTA1 Ln 0 BZ I2>' BI•Iir, j WALL . ] N POOL SITE PLAN sc: 11-1014' IOB ADDRESS: 1292 NE. 95 STREET MWAI SHORES. FL LE1dAL D L�RIPTION ALL THAT PART OF LOTS I AND 2 . BIOCX 8E. OP MIAMI SHORES SOIL SECTION NO. S . ACCORDING TO THE PLAT THEREOF AS RECORDED STATEMENT aPLAT BOOR /0. AT PACE $7. OF THE PUBLIC RECORDS OF BY VISUAL INSPECTION SOIL DADE COUNTY. FLORIDA. LYING WEST OF THE FOLLOWING TO BE CLEAN SAND AND RO DESCRIBED LINE.FROM A POINT IN THE NORTH LINE OF LOT 1. A DISTANCE OF 710 FEET EAST OF THE NORTHWEST CORNER OF BEARING CAPACITY OF 2.00 SAID LOT I. RUN SOUTH 100.2 FEET TO A POINT ON THE SOUTH LINE OF LOT 2. LYN c Bl./2 TEST EAST OF Tits SOUTHWEST IF CONDITIONS VARY AT TIy CORNER OF SAID LOT I ARCHITECT OR ENGINEER St AND ALL WORK SHALL STOP LMtLo sA.rlTY PeLJcs f({�Tla FbLE M>TE+ 1-(tLt H1W.5MALL. et PB'pl•to N iNtLY .¢ M11J• PNOFNF6D To Pb�� Otck,(Iley!-RE Me 6M6CDE0 IuTo DfA1L. ,fd auc \ R,.LOSSa1L. PI.•rw sLSEVB: POOL FENCE DETAIL op. mope x G�u1SN .VE,�. GoJG. fe' SL mQ +9 w 4 8 14"N.Frr wnY 41 --44-* Loney NAY u A"wN'-( 1(.'40 ls. SUC, PI y1, LRrD6 �'x1�-ru�AKSF1Gvcs • •� W/1*5; Gwf. • • •••••• DECK BENCH DETAIL K: 5/4' . i --o 000000 • • • • •'• - • •0000 g e •••••• •••• • j s ••••• ;jd3 • • 1 s" • • Si1tE i r.Tnn autaD tf ro 9t vyJD � 0 L � ( n ^1V ) ?� G -n_ Lr) V 1 L M S M G � � O S L Cs L co O GV LLl K O O d- DATE 7/19/2006 Joe NO M-66-112 SNlET F3] ' Addressing comment #2 by Building Department from Oct 29 2019 Contractor to install a standard screen enclosure (see dashed line below) around the po as per R4501.17.1.11 of the 2017 FBC. LOT BLOC As 7 N.E. 95th STREET t 27' ASPHALT PA VEMEN T I I 80' TOTAL RIGHT-OF-WAY q 21 25' PARKWAY W. Ma 5.80' PA VERS 5' CONGSIDE'WALK 82.61 C F1,P. 112 (No ID) 6 hr 6'- 7„ 1' - 0"✓trrs ° 1 _ 0"WA Y 61, ti FLA d' 23.70' GARAGE CA TF -- ELEV.=6.15' ! r A/C� IC POOL — ' y 5LA EQUIPMENT (3'x ON CONC. TWO STORY S N 6.46'_ _ RESIDENCE # 1292SLAB _ _✓c Ct N F.F.ELEV.a8.63 f3, 6.4 z 25 - 3" 1r1 7. I P 1/T N 13.80' u I8.70' o i POOL '' 00 13.80-----1.80'----- 5.5 5.6' `7 1.5'CBS WALL (No 1.1 o •r 89.76- (C) 6FEtNYOCQD o LOT 11 LOT 12 fP. S. 40 - PG.16) ` N (P.B. 40 - PG, 10) 1 Level 1 w/Survey 1 " = 20'-0" 0 Veronika Schunk Landscape Design 6' T FT'-'-' TI'- i'• _lLLLL J J t. �•TTit'.f_•r � �' LOCATION MAP ul NOT TO CCALE QLEGAL DESCRIPTION' $ W All that part of Lots 1 and 2, in Block 85 , of 'MIAMI SNORES � a SECTION No. 3" , according to the Plat thereof as recorded in Plot Q Book 10 at Page 37 of the Public Records of Miomi-Dade County, = Florida. lying West of the following described line: From a point iR• ' 5.60' (A the North line of Lotl, a distance at 75.0 feet East of the "':•' }- Northwest corner of said Lot 1' run Southerly 100.2 feet to a Poi% P Q in the South line of Lot 2, lying 82.12 feet East of the South V!P•S�••• I uLOCK" Ib corner of surd Lot 2 and the Southeast half of the alley •••••• yoti a 1zs.00' CORNER � Parcel identification Number. 17-3206-074-4040 ••••• 0� a F.1 P. 112" •••••• (No I,D.) CERTIFIED TO: • • . MARIA PAOLA DE LA TORRE PROPERTY ADDRESS, •• • 1292 R.E. 92th Street, 2.66' Miami Shores, Fi 33138 REMAINDER OF LOT 0.29' 1 /lid SURVEYOR'ST� NOTES. BLOCK � 1) The above captioned Property was VVnsurveyed and described �1 Q, I based on the above Legal Desc,ption: Provided by Client. 2) All bearings and distances shown hereon are recorded and L� V-1 1 measured unless otherwise shown. 3) The lords shown hereon were not abstracted for easements or other recorded encumbrances not shown an the plat and the some, if any may nut be shown on this eection. C% 4) Foundot,ons ord/or footing; that may cross beyond the f3 - 0'* boundary lines of the parcel herein described are not showr r L T-�, G IE N L7 (�,NDERGROWND) ABREVIATION SYMBOL DEFINITION b) Elevations cre based on the Notional Geodetic Vertical Oal. +- 1929. p C I= Air Condition 6) Fence ties are to be the center line of the fence C Celcuiated ! REMAWDEROFLOT C.B.S. Concrete Blmk Structure 7) Wal' ties are to face of the wo.l. 2 cl,F - -Y- Chain Linked Fence 8) Ownership subject to opinion of the Title. BLOCK 03 q -�- - - Center Line Elev xr- Elevation 9) Undergrourd ut, it es are not depicted hereon. 6' WOOD F.F. ELEV. FINISHED FLOOR ELEVATION 10) Zoning and Setbacks are not verifieo by this survey. FENCE F Fcund F [ P Found Iron Pipe 11) Benchmark :6-62, Elevation=8.65' N.G.V.D. 1929 a 77' M Measured --- —OHL OVERHEAD LINE SURVEYOR'S CERTIFICATE: t w_P,P `1L Hood Power Pole F(,N, _112" 1 hereby cert fy that this survey meets the m nimum technical stondords I Raw — Right of way Line as set forth by the Florida Board of Surveyo•'s and Mappc-s in Chapter 5J-17 w Fence wood Fence Florida Adminiytrotive Code, pursuont to section 472,027, Florida Statutes And is W.P.P. w.M o water Meter true and correct to the best. of my knowledge and brl,ef NOT VALID t;NLESS SEALED AND EMBOSSED WITH SURVEYOR'S SEAL GRAPHIC SCALE Date of feed work- 05-23-2018 , o to zo 40 Adress:13801 SW 10th Terrace - Miami. FI 3384 EFRAIN LOPEZ PROPOSAL over SURVEY' M 4 t. .. sal, • V • �. L• LL .�•. ' Q. tL ••••• er • "a> O J LLI > LU O W W N O O o o LLJ w LL W O Cn Z Q J � W Oro a N a W Q W W Z ~ Q � D O � tY lL m g Z F— J cc) z X ti LL O PAOLA DELLA TORRE Residence 1292 NE 95 TH ST., MIAMI SHORES, FL 33138 Scale 1" = 20'-0" F %r , N.E. 95th STREET a;F-r N.- PA. F 82. 1- (C) REMAINDER OF LOT 1 IBLOCK 85 TWO STORY S RESIDENCE # I Z92- 01O _ LO NOT PART OF ,- = p SCOPE 3' _ 3" TOTAL WORK AREA SF = -2000 SF .......... --=----------- - - - - ----- - - - - -- (REMAINDER OF LOT ' 8.90, _ 2 — extension of deck at 4'-2" BLOCK 85 01 �0' r- N � ' I ,; � extension of deck at 10" N6 ` 28.15' �' Level 1 w/Survey 13.80' 41.80' 1 1 20' 0" is — O �89 71 (C) �10—� LOT 11 bo N LOT 12 5' (P.B. 40 - PG.16) C0 (P.B. 40 - PG.16) (P.B. 40 - PG.16) 1 "J X N " Veronika Schunk Landscape Design PROPOSAL over SURVEY - Submission to City of Miami No. Shores Date Project number Project Number — Date Issue Date A l O PAO LA D E L LA TO R R E RESIDENCE 1292 NE 95 TH ST., MIAMI SHORES, FL 33138 Drawn d Author Checked by Checker Scale 1" = 20'-0" I m LOT 3 N BLOCK 85 N 4 p 6. 5 IIL 18.65' 23 . j 0' r D Ln N1 r c c