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BPP-19-1656%IZ)_JJ CIW- CZ {5 f Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: BPP-07-19-1656 d, r �- Permit Type: Pools/Whirlpools/Hot Tubs ! I Work Classification: New Permit Status: Approved issue Dates 10/29/2019 1 Expiration: 04/27/2020 Parcel Number 1430 NE 102ND ST, Miami Shores, FL 33138 1132050240230 Contacts LESZEK WNUK Owner 1430 NE 102 ST, MIAMI SHORES, FL 33138 Home: 954-330-8686 UNIQUE PATIOS AND POOLS INC Contractor ALDO DUCCI 5246 SW 8, CORAL GABLES, FL 33134 Business: 3059298845 uniquepandp@gmail.com Mobile: 7862905434 Description: NEW POOL CONSTRUCTION Valuation: $ 44,750.00 Inspection Requests: 305-762-4949 TotalSq Feet: 486.00 �j Fees Amount Application Fee - Other $200.00 CCF $27.00 Certificte of Completion for Single Fam $50.00 and Duplex DBPR Fee $20.14 DCA Fee $13.43 Education Surcharge $9.00 Permit Fee $1,142.50 Planning and Zoning Review Fee $35.00 Scanning Fee $15.00 Structural Review ($45) $45.00 Technology Fee $33.56 Total: $1,590.63 Building Department Copy Payments Date Paid Amt Paid Total Fees $1,590.63 Credit Card 07/18/2019 $200.00 Credit Card 10/29/2019 $1,390.63 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. OWNERS AFFIDAVIT: I certify that all the for regulating construction and zoning. Futhermore, I is accurate and that all work will be done in compliance with all applicable laws named contractor to do the work stated. Authorized Signature: Owner / Applicant / Agent Date October 29, 2019 Page 2 of 2 .Q� BOUNDARY AND TOPOGRAPHIC SURVEY n% NE. 102nd STREET _ 20' PAVEMENT 50' TOTAL R/W. i 15.4' PARKWAY N89'50'54"E .,. n F.I.P. 5/8'J No I.D. 5/ 21.4' GARAGE F.E.=5.58' °D ' F.E=5.74' 2 P7 A/C a, i U O c Q O w O � O tO Z „in' ASPHALT DRIVEWAY 25.1' ONE STY. C.B.S. RES. No.1430 F.E.=8.11' .r 20.1' 0_4 _ P, iC 4.7' 15.31 11 POOL nNi EQUIPMENTS 0 20.4' Z 16.2' w p O �F ip ID +•� 41.5' + POOL 1 20' 23.6' 6+ METAL FENCE C.L.F. 82 W.M. F.I.P. 1 /2" 1.09' SOU1 0.10' EAST F.R.`-F.R. 1 /2" No I.D. \ F.I.P. 1 2 No I.D. A 8 B R E V I A T 1 0 N S A N D L E G E N D A/C - AIR CONDITIONING PAD E.T.P.= ELECTRIC TRANSFORMER PAD MEAS. = MEASURED PL R. = PLANTER - RADIUS V.G. _ _ A = ARC DISTANCE F.E. = FLOOR ELEVATION M.S. = METAL SHED ON CONCRETE BLDG' = BUILDING F.H. = FIRE HYDRANT N.T.S.= NOT TO SCALE RES. = RESIDENCE 0 C.B. = CATCH BASIN F.I.P.= FOUND IRON PIPE NO ID.- NO IDENTIFICATION NUMBER S.I.P.= SET IRON PIPE No. LS. 5184 C.B.S.= CONCRETE BLOCK STRUCTURE F.N. = FOUND NAIL O.E.L= OVERHEAD ELECTRIC LINE S.R. = SET ROD No. LS. 5184 u u _ C.G. = CURB do GUTTER F.N.D.= FOUND NAIL 8 DISK P.B. = PLAT BOOK STY. = STORY — X—= CH. CHORD DISTANCE F.R. - FOUND REBAR PG. PAGE SWK. = SIDEWALK ' T' CONC. = CONCRETE L.P. = LIGHT POLE P.O.B.= POINT OF BEGINNING U.E. = UTILITY EASEMENT UTILITY POLE p i / C.S. = CONCRETE SLAB M.D.E.= MAINTENANCE & DRAINAGE EASEMENT P.O.C.= POINT OF COMMENCEMENT U.P. - 9)j PROPERTY ADDRESS: C.) CE TON 1430 NE. 102nd STREET, MIAMI SHORES, FLORIDA 33138 LEGAL DESCRIPTION LOT 6 , IN BLOCK 3, OF REPLAT OF TRACT "A" OF MIAMI SHORES BAY PARK ESTATES , ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 56, AT PAGE 86, OF THE PUBLIC RECORDS OF MIAMI—DADE COUNTY, FLORIDA. w D z Q L W Z NOTES: NE. 102nd STREET LOCATION SKETCH N.T.S. —THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE STANDARDS OF PRACTICE (51-17 FAC), IS "RESIDENTIAL. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. —WELL IDENTIFIED FEATURES AS DEPICTED ON THIS SKETCH WERE MEASURED TO AND ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 0.1 FEET. —LANDS SHOWN HEREON WERE NOT ABSTRACTED, THEREFORE THIS SURVEY IS SUBJECT TO EASEMENTS, RIGHT OF WAYS, AND OTHERS MATTERS WHICH MIGHT BE REFLECTED IN A SEARCH OF TITLE TO THE SUBJECT LANDS. —NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND FOOTINGS OF ANY STRUCTURE. —THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITY (ENTITIES) NAMED HEREON IN THE CERTIFICATION AND DOES NOT EXTEND TO ANY UNNAMED PARTY. —ELEVATIONS ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM (1929) MIAMI—DADE COUNTY BENCHMARK No.8-26—RA; ELEVATION-17.23' N FLOOD ELEVATION INFORMATION: DATE OF FIRM: 09-11 —09 COMMUNITY No: 120652 PANEL.• 0306 SUFFIX: L ZONE: AE BASE FLOOD ELEVATION: 9' A N T O N I O FIORE VALID COPIER, DF,T}SURV wWILLeHAR'TNE EMe09Sm S OF ThIt ATTF.StkLANB_stjR` LAND SURVEYOR LAND PLANNER -� 1842 S.W. 124th Place, Miami, Florida 33175 _ Phone: (305) 221-3040 Fax: (305) 221-9-0-4-0- antoniofiorepsm@gmaii.com _ I HEREBY CERTIFY THAT THIS BOUNDARY AND TOPOGRAPHIC SURVEY OF THE PROPERTY DESCRIBED HERON IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION. THIS SURVEY COMPLIES WITH THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL ANTONIO FIORE, PSM LAND SURVEYORS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE. PURSUANT TO PROFESSIONAL SURVEYOR AND MAPPER No. 5184 SECTION 427.027 FLORIDA STATUTES. STATE OF FLORIDA SCALE: 1"=20' (DRAWN BY: F.A.L. (REFERENCE: 05-31-19 IFIELD BOOK: 20-0131 1 DATE: 04-14-20 ,emu►i c���3c�2��� 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 V4UILDING ❑ ELECTRIC ❑ ROOFING '''— � E V I JUL 1 8 20 9 BY: FBBCj20 Master Permit No.B' T�' QT7-19 ^I6S 6 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP Q'(� CONTRACTOR DRAWINGS JOB ADDRESS: jq J� N � 0200 ,7`r City: MiamiShoresCounty: Miami Dade Zip: Folio/Parcel#: 11 " 3—bZy "-02 a� Is the Building Historically Designated: Yes NO J� Occupancy Type: S T" T2hoLoad: Construction Type: C Flood Zone: 447— BFE: FFE: OWNER: Name (Fee Simple Titleholder):[ :r5ag K Address: :!�O-ztjv ST City: �/"V��-C.t�` l K�j State: Zip: 3 0 �J Tenant/Lessee Name: Phone#: Email: I �2 CONTRACTOR: Company Name: o A_�+< ' UX 6d� � � y� Phone#: q?,�9 0 [ Address- bR2q fo 5 `J-tk .v City: \ State: Zip�j�i�q� �/ Qualifier Name: 1 �` C'6 2-9 %C(9- Phone#: State Certification or Registration #: -2 � . T Certificate of Competency #: ` DESIGNER: Architect/Engineer: APAON160 Phone#: '2 2C 10 3 Z l Address: JtC 5(0 2 -t(A 5t 1 ftI City: I4i' � X State:Vbzip:3��—Ivr e4o-Sty Value of Work for this Permit: $ ,Square/Linear Footage of Work: Type of Work: ❑ Addition ❑(c Alteration ANew ❑ Repair/Replace ❑ Demolition Description of Work: �l. 60-yo S :Ayyc�, or3 Specify color of;color thru,tile: Submittal Fee $ 200 1' ` Permit Fee $ I, S� CCF $ 02� ' CO/CC .4 Scanning Fee $ a0 Radon Fee $ ,a y 3 DBPR $ 20 • I`-4 Notary $ Technology Fee $ �S ' C70 Training Education Fee $ 00 Double Fee $ Structural Reviews $ 33 . 5 6 Bond $ G�,� �Z ' 3S - TOTAL FEE NOW DUE ` �� 3 (Revised02/24/2014) 1 / G ^ 0 • G 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, certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seJ days after the building permit is issued. In the absence of such posted notice, the inspection will not be appr and a inspection fee will be charged. Signature Signature Ar OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was/acknowledged before me this day of �%20 l 1 by day of f 20 by �� . ho is personally known to who is personally known to me or who has produced -:7 -� f�� as me or who has produced "� as identification and who did take an oath. NOT PU L Sign: Print: Notary Public State of Florida Helen Hernandez My Commission FF 956831 Expires 02/02/2020 APPROVED BY identification and who did take an oath. NOTARY PUBLIC: Sign: Pril Helen Hemanda My Cmnmission FF 956831 Expires 02/0212020 Plans Examiner Jb Zoning // 07/1 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 NOTICE OF REQUIREMENTS ...... .... RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFETY ACT%. ...... ...... I that a new swimming pool, spa or hot tub will be constrLctad'or inst5Rdd-at ..... JWeZknqwledge S-t Miami Shore9,•FL, and -hereay ••... affirm that one of the followinig methods will be used to meet the requirements -of Chaptt? 5'h5, • • • •; • Florida Statues and the Florida Building Code R4101.17. """ • . . . . .... % ...... Please initial the method(s) to be used: ' The pool will be equipped with an approved safety pool cover that complies with ASTM F1346-91. (Submit Manufacturer's Specifications). A continuous, one-piece (child) barrier meeting the requirements of Florida Building Code R4101.17.1.15 will protect the pool perimeter. The plans shall show the fence location and method of attachment, including one end that shall not be removable without the aid of tools. (Submit Manufacturer's Specifications). A combination of non -dwelling walls and fences (screen enclosure, child fence, masonry fence walls, chain link or wood fence, etc.) will protect the pool perimeter. The plans must specify the type and location of all non dwelling walls. 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 Code, R4101.17.1.9 (Submit Manufacturer's Specifications). Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all doors will be equipped with a self -latching device with positive mechanical latching/locking installed a min. 54" above the threshold. If this option is selected, submit plans showing all types and location of all perimeter protection. The plans must also show the location and type of all 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 misd ea r of the second degree, punishable as provided in Section 775. r Section 775.083 F.S . his for must be signed by the�RACTQR'S gent and the prime co tractor. / 77CO SIGNATE D DATE 'S SIGNATURE AN DATE CO TR C TT R'S E T) OWN R'S NAME (PLEA PINT m F96831 0U Hernd;i 958831 or Expires 2 Expires 02/02=20 Miami shores ViNe Building D.Qpsrt*nt 1005Q-► .4�.2nd Avenue Miami OHO r�s,•Plorida 331,38 TVI' j3Q5) 79F,t 22M FaP��05) 756.8972 ... •; • SWIMMING POOL OWNER'S CERTIFICATION•••• ' • • •••••• bv�(� Date • • Miami Shores Village Building & Zoning Department Attention: Building Official certify that I am the legal owner of the property described as located at )`{ 1 d Z S�'• U-U In accordance with Section 33-12(f), 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. n T • IL�- t . - - Note: This certification is to be submitted with a swimming pool permit application in duplicate. Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE KNOW ALL MEN BY THESE PRESENTS: j WHEREAS, the undersigned d- I Z�K ialt tul� ��n��SC' I �� �� is/are the fee simple owner(s) of the following described property situated and being in Miami Shores Village, Florida; Address: l 1 �� �Z 5 �' v�l/► �:c.���'� • • �j ,� • Whereas, the undersigned owner(s) ...... desire to utilize said Lot(s) as a single building site, and the unde signed owner(s) do(etj hereby decjarv. • ..... ..:..' ...... and agree as follows: ��• ; ...... I. That the property will not be used in violation of any ordinances of r4amt Sores village • • • • •' or Miami -Dade County now in effect or hereinafter enacted. ...... IL That the purpose of the covenant is to induce Miami Shores Village Lissua a perQiit fbt a • pool where the required enclosure is not on the subject property where the pool is 16CI d. III. That if any of our adjoining neighbors remove any portion of their fence or wall, or if our/my property shall fail to meet code requirements for pool barriers, we, as owners will immediately installs a protective enclosure to meet code requirements and will obtain a permit for such fence. IV. That, I/we, as owner(s) hold Miami Shores Village harmless for any negligence or injury that results from not having the enclosure. V. If enclosure belongs to said property, I agree to maintain & or replace said enclosure in the event that is damaged or removed by any case. NOW, THEREOF, for good and valuable consideration, the undersigned do(es) hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her s ssors and assigns and may only be released by Miami Shores Village, or it ccessors, in accorda e of s id Village then in effect. _ , .I I P52 /�i f "Cdq OWNER SIGN & PRINT OWNER SIGN &VRINT I Hereby Certify that on this day personally appeared before me -may`` /"1 i���D�• and has produced ID as identifica ion and he/she acknowledge that he/she executed the foregoin , eely and voluntarily, for purposes there in expressed. SWORN TO AND SUBSCRIBED before me on this i I day of a4o1Xr, _, 20 J(I Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: I . The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACK DGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTE Signature: er State of Florida County of Miami -Dade The foregoing was acknowledge before me this / day of JC16""?P/ , 20 1 By /f/���� 111/ ,oc�'114 who is personally known to me or has produced _ as identification. Notary: _ SEAL: �'r'� �Za'ny bFc Stets of Florida ernandez Expires 0210212020 Ph: 305.929.8845 5246 SW 8th Street , # 204-D Fax: 305.396.5947 Coral Gables, info@poolsdesigners.com PATIOS s POULs INC FL, 33134 www.poolsdesigners.com CGC:1525547 Page 1 of 2 Proposal Submitted To: Deniese M. Miranda Date: 10/14/2019 Address: 1430 NE 102 St Phone: Miami Shores, Florida. Fax: Project Name: Denlese Miranda E-mail: ...... Article 1: Specifications (please initial) • * 1.1 We hereby submit specifications and estimates for the installation of: 7s.4vger Casd piles as specified at the above mentioned location • • • • 0 • * 1.2 (7) Piles are to be 14" in diameter,15' feet in length.or to required tore • • • (7) Pool 5 #5 & 1 #7 with #3 610" O.C. $1,150.00 each .. • • • Article 2: Excluded (items provided by other) (please initial) • * 2.1 Engineering layout; including pile locations and elevation calculations. * 2.2 Location, protection, removal or replacement of underground obstructiens iacludi.mg. • . utilities, building, lighting, sprinklers, A/C unit, water heater, pool pumps, etc. • • • • * 2.3 A firm dry and level site for our equipment and concrete trucks. * 2.4 Outlet water supply with a 1/4" hose bib with -in 100 ft. of our drill rig. * 2.5 Any testing, concrete or load test. * 2.5 Not responsible for any damage to side walks/driveways/etc from equipment placement. * 2.6 Clean up of excess grout and earth spoils Article 3: Included (please initial) * 3.1 One mobilization, installation of piles, all labor and materials. * 3.2 Provide liability and worker comp insurance (additional insured add $ 300). * 3.3 Engineer -monitoring of installation, certified, signed &. sealed pile log. * 3.4 Pile dipping to desired elevation at or below grade. (up to 12" below grade). Article 4: Changes in base bid(please initial) * 4.1 Add piles at $ unit prices listed above * 4.2 Deduct piles at $ 475 each * 4.3 For piles longer than bid length add $ 36.00 per In ft. * 4.4 Stand by time will be billed at $ 450.00 per hour, 2 hour travel time, 4 hour minimum. * 4.5 Piles with Grout in excess of 150% of theoretical volume add S 230.00 per yard. N/A for this contract A• Page 2 of 2 Article 5: Pavments and conditions * 5.1 Final pa ent ' d 1 P ym �s ue upon comp -, on. ayments not received within the terms described above shall accrue interest at 1.5% per month. (ANNUAL RATE IS 18%) Engineering logs will be released upon final payment. * 5.2 All expenses incurred as a result of non-payment, including reasonable attorney's fees and cost, shall be paid by customer. Venue for all legal actions shall lie exclusively in Dade County, Florida. * 5.3 This proposal is subject to acceptance within 30 days and can be modified or voided thereafter at the option of Atlas Piles. * 5.4 Facsimile of this contract shall be deemed a valid counterpart of the original. (Proposal based on equipment accessibility) Base Bid amount: 7 piles @ $ 1,150.00 each.................................................................. $ Geo-tech monitoring, signed &. sealed pile log ............................ TotalBase: ............................................................................... . . 8,.050.00 0 oW.00....:. **PRICES WILL STAY THE SAME IF FULL LOADS ARRAMOW.EEk** Payment terms: Balance within 7 days * No retaineIr tb Be held *. ...... Authorized: • • Signed this Day of .2019. Rafael A. Gattorno / President Acceptance of contract: the above prices, specifications and conditions are satisfactoryand are hereby accepted. You are authorized to do the work as specified. P ;ent will be made as utli d. Date: 1� 1'k cj Client: DW' f5e kU r G"` 4= Signed iese M. Mir da 11h : 305.92%884�$ --"-' 5246 SW Sth Street. # 204-I.) fax;•;05.39t.���j• Coral Gables, iitli�(a)p�t►lsdC;iner•,titAA• FL. 33134 �� ��«:r��%lili~sincri �4I111 POOL CONSTRUCTION PROPOSAL • • • • • • • • • ,DATE OF PROPOSAL: 06/13/2019 client» Client Name: Deniese M. Miranda & Leszek M. Wnuk Address: 1430 NE 102nd Street, Miami Shores. FL 33138 Phone% 954.330.8686 } Entail:` deniese.miranda@gmail:com ILnc Fhb f A N t#a r. C '•Sr . . ,.1 +�:� t r r -0bpL $YRdCTURE: $ r '•.Fool ;Structure: $32,800.00 .S�w3rttntmg, pool 28 t3 x 17 -0 Rectangular Form from 3 to 5 Deep plus Sun Deck 7' x 8'6- alocated on the:SW corner of the Pool. ►��`' t"� •rW WAIIs pool 8" Floor and 9' steel separation center on center minimum. High strength concrete at 3500 PSI for superior density. °�A>' .3 �a • Stebt Rebar,Placement: #3 rebar spaced 9" on center (20% more steel) Strttoturalinformatiort regarding rebar and concrete width could change with engineer Tjst;ucturai calculations, these changes could affect final pool price. ��t •.f f L'rot a' a-7 6 - r • �bH04.01P PPGRADES, '� .` rfF�>•les6; watsi' line tile installation- $14.00SQ FT allowance on tile materials when the tile �.aY r�* ,. �r . wlS�Selected from : https,/Iwww.nationalpsd.com/collections/_Ilass-tile-blends �� `'r »y lycjient c,�oose d tile;froit t another vendor the file allowance will be $7.00 per SF. .kl g =�t"x9*ao[ 2'x1•",Trim tiles on.all step and bench edges. of Qgcf{,:Goping Travertine 12" x.24"- $4.00SQ FT allowance on coping materials to see samples )lou can go to our vendor webpage: htto://www.usamarbleilc•com/Qallery,html ttish-:Exposed aggregate pool finished standard colors: I�aond Brite or PREMIX. {, ,.r�...{ � ,,/(• Unrgue Patios & Pools Inc. r yi �xlY,�i1Ci.:'� +:La.4.!`,�.•kb 4.:L....::•....r ..._. �v..,. d .. 11h : 305.929.8845 5246 SW 81h Street, # 204-D I:ax •305. •9�5932. J l : Coral Giibles, ililo,l/ ot)ooib( vsigi)cr5.coiii 1'1,. 33134 ww%%,.n( lsdLsignciw.coni • POOL PLUMBING DETAIL: . • • • •. • • • . •:. • • .. .. .. .. . ...... • One - 2.5" dual main drain. Channel Drain. ...... .' • One Large skimmer unit with 2" lines. • • • • • • • • • • • Three return lines to pool as per engineer's request. •. • • • • • One Vacuum line 2" with safety spring loaded vacuum cap. POOL.EQUIPMENT: • One Jandy HP Flow Pro 2.0 HP- Single Speed pump for pool circulation. One Cock Timer Intermatic for 1 Speed Pump. • One Jandy CS 200 cartridge filter. _. ;, • One Jandy Pool Color Led Light. tF` OPTIONAL RECOMMENDED UPGRADES INCLUDED IN PRICE: 6 ' `t;,:One Jandy TrueClear digital salt system: $1,500.00 (Included in Pool Price) -*.,Two Additional Pool Color Led niche -less lights: $1,800.00 (Included in Pool Price) •.,;Allualves and fittings necessary for proper equipment function. a V, .y ..+.., . J• AUGEKCAST OR HELICAL PILES TO BE INSTALLED: Jx,?`4 ` The:Ainount'ofpiles that needs to be installed before the pool construction process as .,r. per a.revision made by the engineer should be between 10 and 14, in my opinion should 10; ei1. ight'in the pool space and 2 in the sundeck area. . The cost for the piles depends on diameter and proposed depth requested by the • t r ':. ; . engine�i'.virho is going to do the structural calculation. W �. "hould,range between $800- $1,200 per pile. !heprice f 0,piles with a price at $1,000 each you can estimate that the price for the W 11tbe around $10,000 above the pool price, Altot ."that the soot price below is not Including the piles installation cost. . •�� _ + unique•Patios &,Pools Inc. riF, r r - ]. �"-''MWlkwa�rf.5f: ........_r._'.. M .• t. _ .. ... _\ sue. _. ..1 .........._. . 5246 SW 8th Street Pt 204-D Coral Gables, FL, 33134 OPTIONAL UPGRADES NOT INCLUDED IN PRICE: Sun,,Deck- Sun Deck Bubblers, �ftn.Deck Umbrella Holder. Sun Deck. Bubblers with Led Lights '4 ;Swimmin Badu Jets. , g -'.Deck Jets. deck.Laminar Jets. -Additional Pool Lights. Pool Therapy Jets Package. Water, Features Walls with Cheer -descents. Xufornation Systems. ;"i PJaster Upgrade. Ph : 305.921.§Ul 41 n sclt% i gi leveM111 .1--To0VXCSig11Cr"*C*()*1T*1 WO 0 % % 0 0 0 0 .4n.!"i,Patios &Pools Inc. is an authorized Jandy Pro Edge Pool Professional Alf -'JAfidj;poqPequip!nent,and lighting comes with a full 3 years parts and labor warranty. TI - P Edge, ti _PatjoS & P0015 Inc. 5246 SW lath Street , # �04-U Fax : 305.394.59 i; Cot'ul Gables, in(b1iiVuolsdcsibnccr•cuni' FL. 33134 www.lwkiu-signcrSow" OTHER ITEMS: A. ➢Final cleaning of project area of all pool construction debris. .' :'; '•"•• y"w,"r, Eiecttical .connections from existing panel to pool equipment and pool light�n� . o more • • • Ahan.30 apart. 000009 )$ Chemicalbalancing and fire up includes salt if applicable. • • • • • • Urilirnited training and walk through. .. • • • ; z a Surrey _ RO elevation certificate required_ ' ➢•,,Plan included on the proposal. D Clty' Permits Included. "= r z Childbarrier by owner expense. Arty de mucking or dewatering by owner expense. 'fir, `" `' Ttte.cost of contaminated materials per truck is $400.00 (if needed) n �a ;The ;cost of rock fill per truck is $600.00 (if needed) k, I 4,�"- i'ofat Pool Price........................................................... $36,100 p Y ., 1fN1ENT BREAKDOWN: } 5% :....CONTRACT. (At the time of Contract) ......... .'..EXCAVACION AND FORM (Same Day of Excavation) . .. CQNCRETE (After Pre -Plumbing Inspection Approval) COPING,ITILE (After.Plumbing Inspection Approval) '10° POOL" .PLASTER (After Baby Fence or Pool Alarm Inspection Approval) t zA}• ryy FINISH (After Final Inspection and Affidavit of Completion) M 1 rt fJ ' ft� u. y, %�• % Cf � ' ` t ,1�1 rtte Pantos t1i :305,921OPWW'o- 5246 SW 8th Street 204-1) %11: 105.396,AA,4j r Coral Gables, FL, 33134 0 000 00 0 0 letionJime: 0000*0 0 conse ejt4@;- s;tr •I Aer city plans approval and if weather permits proper r.t peoftily,subm itted, Rafael A. Gattorno/President Signature, • 0:000 14 Acceptance of Proposal p Wd-aoce t ca, conditi ons and specification so: pn _ Wj 0 agree with -the. estimate as shown above. PaymervVwill be done as mentioned above, 07_ , n iese M. Miranda ._4qt6mbrs,�'De %. . . '. t s _;1 11,� V ., a tu atur Approved Date Jorniars-�.-Ldszek M. Wnuk 4Ap ;!L �_ _. 1., -.1 4*.1112 1� - Ignature r YT, PATIOS & POOLS INC. r .4. Ph : 305.929.8845 5246 SW 8th Street, # 204-D Fax : 305.396.5947 Coral Gables, info@poolsdesigners.com PnTIc,=a & POOL-9 NC,FL, 33134 www.poolsdesigners.com. WARRANTY, GENERAL TERMS & CONDITIONS Unique Patios & Pools Inc. Guarantees its work to be free from defects from materials anc for ONE YEAR from the date the Affidavit for Projvct/Contract ; • • • • • workmanship a period of • • • • • • Conclusion is signed by Client. • • • too* 410 ...... .... Equipment's installed under this contract carries manufacturer's warranty and servicmg or • ...... .... replacement. Such item shall be charge for if they exceed the limits of. said m4�>j;,�,cturer • •.:. • warranties. Defects or failures caused by obvious mistreatment or neglect shallobe repaired or • •: • •. serviced at owner's expense. • • • • • •• • ...... Waterline Tile is warranted against defects to material (if this material is pro hided I y Uniiw; • • • • • • Patios & Pools Inc.) or workmanship for one year. "Phis Warranty excludes rc;��dy--for dama�c or • • • • defect caused by abuse, modifications not executed by Unique Patios & Pools Inc or his agSuV., improper or insufficient maintenance, improper operation, or normal wear and tear under normal usage to the work. Concrete Decking and deck toppings are not guaranteed against expansion or cracking. The Warranty is not transferred or changed of ownership. Disclaimer: Unique Patios & Pools Inc. does not fill pool through carbon filters, Unique Patios & Pools Inc. will not assume any liability whatsoever for staining that may occur during filling. Furthermore, Unique Patios & Pools Inc. assumes no liability whatsoever for discoloration staining, calcium deposits, deterioration, erosion or any other damage to the pool's surface caused by external forces, i.e. improper maintenance or wrong use of chemical balancing (high or low chlorine level, high or low alkalinity level, total calcium hardness, high or low P.H. level), rust like spots that are caused by lawn fertilizer, inasmuch as this is common due to the local water, and or lack of brushing or cleaning or abuse. Owner agrees that during surfacing of the swimming pool he will be liable for any damage to any part of the swimming pool by irrigation water, vandals, or any other persons or things not within the control of the Contractor. Any Pool equipment or appurtenances subject to this contract delivered to the job site are the Owner's Property and if removed or stolen are Owner's responsibilities. Initials Unique Patios & Pools Inc. 1IPage Ph : 305.929.8845 5246 SW 8th Street, # 204-D Fax : 305.396.5947 Coral Gables, info@poolsdesigners.com �._.,. ,.,., 4... Wrl0;, POOLS !N(;. FL, 33134 www.poolsdesigners.com ...... Patios & Pools Inc. is installing new Unique Patios,r. bAs Inc.- W"I n Unless Unique plumbing, not be responsible for any leaks whatsoever. Any Service calls associated with.le:>jcs.will be • • • • • • billed to the Owner the leak result by result of any work contracted. Shonki the contract. ; • • • •; unless be mutually terminated and the pool filled, any cost associated with this filling ai falancing of • • ..... the water will be the Owner's responsibility. Improper Maintenance or abuse . 11 Wder tilt' ; •; • • • • • warranty null and void. • • •' Specifications: • • • � • • � � . . All work will be completed in accordance with approved plans and all material is guaranteed to be as specified. All work to be completed in a professional manner according to standard practices. Any alternation or deviation from above specifications involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. Agreement is contingent upon accidents or delays beyond our control. Utilities: Owner agrees to provide adequate water and electrical services as will be required for the construction, filing and operation of the swimming pool. Gas Supply and fuel line connection to equipment's requiring bottled or natural gas for operation shall be responsibility of the Owner. Work Changes: Requests for any changes or additions to this contract desired by the Owner shall be made in writing at a price as mutually agreed signed by both parties and shall become part of this contract. All sums for changes or additions shall be due and payable as the work progresses concurrently with the other progress payments and Contractor Shall have the right to stop work and to keep the job idle if payments are not made when due. lnitialsu� Unique Patios & Pools Inc. 2 1 P a g e i *� Ph : 305.929.8845 1 5246 SW 8th Street, # 204-D Fax: 305.396.5947 - Coral Gables, info@poolsdesigners.com PA1105 P<OLq MC. FL, 33134 www.poolsdesigners.com Contractor assumes no responsibility or liability for work performed by the OVVg� Qj Equignent or materials supplied by the Owner. • .... ...... Any additional requirement by the City Building Department will be paid by OMMt at additional ..... cost. • .. .. .. . ...... Known and Unknown Obstruction: : • • • • • . Owner expressly agrees to provide adequate and unrestricted access to pool site at all timeg,: • • • required for accomplishment of work. Owner expressly agrees to obtain permission and shall be solely responsible for repair of all damage if access across another's property is required by the contractor. No planting or sodding shall be done by contractor. Any Trees or other planting to be saved shall be removed, cared for and planted by the Owner. This Contract does not include the cost of removal, replacement or relocation of any landscaping, sod, grass, fence, and/or Sprinkler repair, objects, tree fences, lines, cables or utilities in the pool, deck or access areas, all of which are the responsibility of the Owner. Owner Agrees to pay for the removal and/or replacement of all items obstructing required access to pool site. Fence And Gates will be removed (before start) and reinstalled (before Final inspections) by Owner. Uriderground Condition It is expressly understood and agreed that the parties have established no contingent allowance for the elimination of muck and/or water, which cannot be found prior to excavation, but which must be eliminated prior to construction. Upon discovery, contractor shall notify Owner, and Initials_ Unique Patios & Pools Inc. 3 1 P a g e Ph : 305.929.8845 f 5246 SW 8th Street, # 204-D Fax: 305.396.5947 1 5 %JE— Coral Gables, info@poolsdesigners.com PATIOS & POOLS NC. FL, 33134 www.poolsdesigners.com .....6 within seventy two (72) Hours there after Owner shall have either caused to commpleled • • • • • • elimination of the condition(s) in a manner satisfactory to contractor, and at O}l Ir ` xpens , or. called upon contractor to eliminate same, again, at Owner's expense. If so reque*t�d,.or if • Owner has not himself completed the work; contactor shall perform or complete tke work,.as the • : • • • •; case may be in any case in which the contractor performs or completes the undMeund de- ....0 watering or de -mucking, Owner Shall pay contractor for same at retail sales NNINn five (5� • • • • • - .. .o days from the date on which Owner Is rendered a statement therefor. • •"• • • . • • ....:. Exclusions: •••• .. •••••• .... This Contract is less the following items. Owner and/or Buyer shall be responsible for the following works that could be required during construction. However these items shall be provided at an additional cost: 1) Demolitions / De -mucking / De -watering /Water Control (if it is required at shoterete time) 2) Piling and Special Structures Not included. 3) Survey (by Owner) or plans revisions after any change requested by owner to the original, pool blue prints. 4) Electrical Main Panel to the Pool Equipment (Panel upgrade, change or new Location) Subpanel & GFI (if required). 5) Run Process and City Building Department Permit Fees (by Owner). 6) Baby Fence or Pool Alarms NOT included. Materials anti'Norkmanship: All of the labor, materials, and equipment used in the contract of your swimming pool are warranted to be free of defects for a period of one (1) Year from the date the pool plastered. All executed works are workmanship, for that reason we clarify that it could have a margin of permissible error. There will be a manufacturer's warranty of one (1) to three (3) Years on most of the equipment's. Initials V Unique Patios S Pools Inc. 4 1 P a g e �+. Ph: 305.929.8845 5246 SW 8th Street, # 204-D Fax: 305.396.5947 — Coral Gables, info@poolsdesigners.com `AT'')a : POOLS ING FL, 33134 www.poolsdesigners.com •••••• • Genera! Conditions; • ...... .... When client and contractor signed the Affidavit for Project/Contract Conclusion attached at the. end of this package, this contract shall have been completed. This Contract and any addendum in writing is the full agreement between the pa *i * s and thy' parties are not bound by any statements or representations or oral expressions3)y anp agent or person purporting to act for or on behalf of either party. This Agreement is nonbinding upotl• • • • Contractor unless and until it is accepted by an authorized officer thereof. Cop'" do not roquirrP� ,written acceptance. This Contract shall be binding upon and inure to the benefit of the executers, administrators, assigns, and legal successors of the parties hereto. Should any part of this agreement be declared invalid for any reason, such decision shall not affect the validity of any remaining portions and shall remain in full force and effect as if the invalid portion had been eliminated. All Agreements are contingent upon strikes, lock --outs, riots, fires, accidents, acts of God, floods, war insurrection, embargo restrictions, carrier delay or failure to receive raw material deliveries or by other causes, whether of like or of a different nature beyond our control. Cancellations: No Cancellation will be accepted unless in writing within seventy two (72) Hours after signing i the contract. If the Owner decides to cancel this contract, then the purchaser must notify Unique Patios & Pools Inc. by registered mail. No deposits will be refunded after a seventy two (72) hours period. Initials Unique Patios & Pools Inc. 5 1 P a g e Ph : 305.929.8845 5246 SW 8th Street, # 204-D Fax : 305.396.5947 _LLW 1 d i. Coral Gables, info@poolsdesigners_coni PATiM s POOLS INC. FL, 33134 www.poolsdesigners.com Item for Cash hales: This contract is binding on the interest of executors, assigns, and successors, until paid for in full or incorporated in structure the title to and ownership and right of possession of the material covered by this contract shall remain to Unique Patios & Pools Inc. In case the purchaser shall • become insolvent or refuse or neglect to pay for materials herein provided, then el ler may, at Mr • • • • option, without process of law, retake possession of any or all material wherever the same • ...... .... be found. • ....:. .... . Attorney's Fees: 06:00: ..... ... ..:..' .. .. .. . ...... Should it become necessary to use an attorney to collect on this contract, the epstormr agrees to . • pay all attorney's fees, legal expenses, court costs (whether or not litigation occurs) and arV.49J. • • •.:. incurred in collection, including highest interest allowed by law on the unpaid • all expenses balance. • 'Tentative Gate to Start Job: Within 5 Days after getting issue permit and approved plans for City Building Department and if weather permitting. Stages of Construction and Final Inspection 1) Plans (Crucial Stage): As soon as an agreement for building your pool is reached our team goes to work to produce a "swimming pool plan" that will be tailored to your back yard layout and within the allowable property plot. The plan for your pool will show all the meticulous details of the pool to be constructed with all of the options you have selected. You will receive a copy of this Final Construction Plan along with a 3D virtual model drawing of what your pool will look like when it's done before excavation is scheduled. Please inspect it thoroughly. It's easier to make changes at the planning stage with little or no impact to the cost of construction before work begins. At any other stage it could cause delays and become costly to introduce changes after the work has begun. Our technicians will go over all the specifications with you to make sure all your questions are answered and signed off before the commencement of construction Initials V Unique Patios & Pools Inc. 61Page, -R' Ph : 305.929.8845 5246 SW 8th Street, # 204-D Fax : 305.396.5947 "t-- Coral Gables, info@poolsdesigners.com PATIOS POOLS INC. FL, 33134 www.poolsdes i gners. coin 2) Building Permits: After you have approved the plans we will add the technical engineering specification that the Building Department will require in your County and submit it on your behalf The Building Department then takes a couple of weeks • • •: • • • • • • (sometimes sooner) to review the plans. They make sure it's complete wilfa4 their Wg . • requirements and finally issue the Building Permits needed by law before.we-begin•....' ....:. construction. Not often, but sometimes it is necessary for an inspector te)9?Mt your sitelf ; • �; they feel the project is in a critical grading area or has a septic tank systeM Y►t-ar the:...:. • project. The Building Department (or the health Department) may require •4 � isit to they • • site before they issue the permit. This could cause further delays to the pr.1 irproce.%-.. �.... When the permits are issued, they will be posted in a clearly visible location.at your home. Please do what you can to help protect them from the weather ar; i vandals. 't4q%; • • • • • are NOT to be removed until the final inspection of your home. They MUST remaiA there ;....; so the Building Inspectors can access them easily. Your help in this will M greatly : 0 • appreciated. 3) Step 3: Layout and Excavation: Once the permits needed to build your pool are issued work can commence. We stake and survey the ground to accurately measure to the specifications of the blueprint the area and the shape of the pool which you have selected. Then we excavate and form the shape you have chosen. 4) Reinforcement and the Shot -Crete Shell: Steel rods are installed and bent to contour to the shape of your pool. This makes a strong support frame for the concrete shell of your pool. It's at this point that the first inspection is performed by the Building Dept. Next, we apply (shoot) a special concrete mixture, called Shotcrete. These shells are the most durable and will give you the highest probability of a trouble free pool for your enjoyment. 5) Tile and Coping: The decorative paver or stone that you have chosen will then be installed. The coping will also be set in place, which is the outer surface edge around your pool that will connect to your decking. 6) Decking: We pour the foundation for your deck. Then we install your choice of finish, texture, or pavers. It is smart to choose a slip -resistant finish. Another inspection is usually performed to make sure everything is being built properly. Initialsy il- Unique Patios & Pools Inc. 7 1 P a g e Ph : 305.929.8845 ., 5246 SW 8th Street, # 204-D Fax : 305.396.5947 Coral Gables, info@poolsdesigners.com PATIOS s F 000 INC. FL, 33134 www.poolsdesigners.com 7) Finish (Diamond or River Rock) for the pool interior and Fill Pool: The final step in finishing your pool we give your pool the interior finish that you have selected made from hydraulic cement and crushed color aggregate (pebbles or natural rocks) that give tremendous vibrant color texture and waterproof to your pools interior. The various • • •: • products available are called Diamond Brite and River Rock. Once this"is (tr}; we f lj • • • your pool with water to the recommended level. • • • • • • • • • • 8) Chemicals and Maintenance Instructions: The chemicals are added to �o4AF pool* NOVAS our staff will instruct you on the proper way to maintain your pool so that it'will probide • many years of enjoyment for your family for years to come. You will aWo;e�iven a pool safety guide. 0 • • • • • • 9) Site clean-up and Final Inspection: In the final step, we thoroughly clean and rem888 • • any construction debris and give your pool a final inspection. After this final inspection is approved by the client and Unique Patios and Pools Inc and the Affidavit for Project/Contract Conclusion is signed, this contract will. culminate. Client / Customer: I accept price, conditions and specification: Customer Name: /'e�z0X—W Vustomer Signatu ODate: W61 Unique Patios & Pools Representative: I accept price, conditions and specification: Representative Name: Signature: Date: Unique Patios & Pools Inc. 8 1 P a g e Ph : 305.929.8845 5246 SW 8th Street, # 204-D Fax: 305.396.5947 F ) , Coral Gables, info@poolsdesigners.com PAT1 9 !NCI FL, 33134 www.poolsdesigners.com Underground Conditions 1 ...... it is understood and agreed that the parties have established no contingent allowanceor the elimination of muck and or water, which cannot be found prior to excavate on but my!t•Ile elimigated" ; ••••; ••••• prior to construction of swimming pool. Upon discovery contractor shall notify owner•awdwithin: ••••• two (72) hours thereafter owner shall have either caused the complete elirMAJIM80 of tht• • •• •"•"" seventy . . . condition(s) in a manner satisfactory to the contractor, and at owners expense, or called upon the.. .."... - contractor to eliminate same again at owners expense. If so requested or if owner his nUt jiimseV • completed the work, contractor shall perform or complete the work as the case may be is any cave in . • the or completes the underground de -watering or de-mumng.•Owne= sp • which contractor performs • pay contractor for same at the charges disclosed below immediately from the date on which owneris • rendered a statement therefore. The cost of de -mucking shall be as follows: • Each truck loaded removed from jobsite property will be at a charge of $400.00 for excavation and disposal of such. • Each truck load of gravel delivered to jobsite property to replace muck material will be at a cost of $600.00 eeded. 7 Owner Name Z Owner Signature l l ►y Date Unique Patios & Pools Inc. 101Page bW-cF7—lrj,j�St STRUCTURAL, CALCULATIONS NEW SWIMMING POOL FOR THE RESIDENCE OF DENISSE MIRANDA LOCATED AT: 1430 NE. 102nd ST. Miami Shores, FL 33138a y DATE: JUNE 30, 2019 STRUCTURAL DESIGN: . . .... ...... TC ENGINEERING, INC ' • •' • • • . • CA LIC. No 30288 """ • • 699006 ANTONIO CANELAS, P.E. 0.: • • • •; LIC. No. 74099 • • • • • .... ...... .. . ..... .. .. .. . ...... THESE CALCULATIONS HAVE BEEN PREPARED IN ACCORDANCE WITH THE;OLLKIN(l GGI:ES • AND STANDARDS: ' • • FLORIDA BUILDING CODE 2017 • ASCE 7-10 • ACI-318-14 • AISC MANUAL OF STEEL CONSTRUCTION, AISC 360-10 14 EDITION • FOR WOOD CONSTRUCTION, NDS-15 (2015 EDITION) THE ENGINEER WHO'S SEAL APPEARS BELOW ASSUMES RESPONSIBILITY FOR ALL THE ENCLOSED MANUAL AND COMPUTER GENERATED CALCULATIONS THAT ARE A PART OF THIS PACKAGE OF STRUCTURAL DESIGN CALCULATIONS. TOTAL NUMBER OF CALCULATION PAGES: 17 TC ENGINEERING, INC CA LIC. No 30288 ANTONIO CANELAS, P.E. LIC. No. 74099 7815 SW 24 ST SUITE 111 MIAMI FL, 33155 305 261 0321 `i����s�',.6`j 0w O C I,q �ff Q. • 'o E /VS' • �� No. 74099 ;i 0 : TATE O F .q�. ORIO �.All ,. � -1 , �) INDEX DESCRIPTION PAGES 1- POOL DESIGNTO ' THESE CALCULATIONS HAVE BEEN PREPARED IN ACCORDANCE WITH THE FOLt-O'V ING CbDES AND STANDARDS: • FLORIDA BUILDING CODE 2017 • • • •. • • ASCE 7-10 ' ...... • ACI-318-14 • AISC MANUAL OF STEEL CONSTRUCTION, AISC 360-10 14 EDITION • • FOR WOOD CONSTRUCTION, NDS-15 (2015 EDITION) • FLORIDA BUILDING CODE 2014THE ENGINEER WHO'S SEAL APPEARS BELOW ASSUMES RESPONSIBILITY FOR ALL THE ENCLOSED MANUAL AND COMPUTER GENERATED CALCULATIONS THAT ARE A PART OF THIS PACKAGE OF STRUCTURAL DESIGN CALCULATIONS. TOTAL NUMBER OF CALCULATION PAGES: 17 TC ENGINEERING, INC CA LIC. No 30288 ANTONIO CANELAS, P.E. LIC. No. 74099 7815 SW 24 ST SUITE I I I MIAMI FL, 33155 305 261 03 ,� °.••• •• NFL', N= No. 74.0�9970y� ../l• �y ; TATE OF • cQ . ...... POOL DESIGN... a SPS-1 I 2`G>,2 i i.._........_.......... ............._..... _.._...._.._...-- ........ ...... ._._.-- ----- ic,r X. uc���vtA ' I 0f I .1 I I , —_- - - T ------------.._-:.,. -- --- -- --...- ------...__..._....._ i P 25,-„ clan view 7/ 1 C 7 !1 4 n 1. w r1 n .............. .... _......_..._-._.._........... - .... _...... -- t it • I � • I ili • • I -----.._.._._..__._ .. _ • • •� too I • • • • /••�IVI SPS-1.fdb SAFE 02.3.2 - Licen�e #9B9 15 July 2019 Is Table: Column Properties 01 - General Table: Column Properties 01 - General Column Type Color Notes HELICAL Circular Blue Added 7/26/2014 12:00:00 PM PILE PILE 14 Circular Gray8Dark Added 7/31/2014 9:16:21 PM DIAM Table: Column Properties 03 - Circular Table: Column Properties 03 - Circular Column MatProp Diameter AutoRigid AutoDrop IncludeCapin • • • • • HELICAL A615Gr60 4.0000 No No No . . ' • • • • • • I • PILE • • • PILE 14 5000Psi 14.0000 No No No • • • • • • DIAM ...... Table: Column Property Assignments •• •• •• •••••• Table: Column Property • • . . Assignments .•.••. .. � � • • Line ColProp • • • . . . � � � • • � 30 PILE 14 DIAM 31 PILE 14 DIAM 32 PILE 14 DIAM 33 PILE 14 DIAM 34 PILE 14 DIAM 35 PILE 14 DIAM 36 PILE 14 DIAM Table: Load Assignments - Surface Loads Table: Load Assignments -Surface Loads Area LoadPat Dir UnifLoad A B C Ib/ft2 Ib/ft3 Ib/ft3 Ib/ft2 27 F Gravity 312.48 0.0000E+00 0.0000E+00 0.00 27 H Gravity-188.64 0.0000E+00 0.0000E+00 0.00 28 F Gravity 250.56 0.0000E+00 0.0000E+00 0.00 28 H Gravity-125.28 0.0000E+00 0.0000E+00 0.00 29 F Gravity 204.48 0.0000E+00 0.0000E+00 0.00 29 H Gravity -80.64 0.0000E+00 0.0000E+00 0.00 31 F Gravity 93.60 0.0000E+00 0.0000E+00 0.00 31 DEAD Gravity 499.68 0.0000E+00 0.0000E+00 0.00 Page 1 of 5 SPS-1.fdb SAFE 02.3.2 - License #9B9 15 July 2019 Table: Load Assignments - Surface Loads Area LoadPat Dir Unifl-oad A B C 33 Ib/ft2 DEAD Gravity 74.88 Ib/ft3 0.0000E+00 Ib/ft3 Ib/ft2 0.0000E+00 34 F Gravity 44.64 0.0000E+00 0.0000E+00 0.00 0.00 Table: Load Cases 01 - General Table: Load Cases 01 - General LoadCase Type DesignOpt DesignType DEAD NonStatic Auto DEAD LIVE NonStatic Auto LIVE F NonStatic Auto SUPER DEAD H NonStatic Auto OTHER Table: Load Cases 02 - Static Table: Load Cases 02 - Static LoadCase InitialCond AType RelForceTol DEAD Zero Cracked 0.000010 LIVE Zero Cracked 0.000010 F Zero Cracked 0.000010 H Zero Cracked 0.000010 Table: Load Cases 06 - Loads Applied Table: Load Cases 06 - Loads Applied LoadCase LoadPat SF DEAD DEAD 1.000000 LIVE LIVE 1.000000 F F 1.000000 H H 1.000000 ...... .. ...... • • • • • •••••• Table: Load Combinations, Part 1 of 2 Table: Load Combinations, Part 1 of 2 Combo Load SF Type DSStrength DSServinit DSSe,Nor DSServLon AutoDesign m g SERV1 DEAD 1.000000 Linear Add No N0 - SERV1 F 1.000000 Yes No No SERV1 LIVE 1.000000 SERV2 DEAD 0.600000 Linear Add No N0 SERV2 H 1.000000 Yes No No ULT1 SERV1 1.400000 Linear Add Yes No ULT1 F 1.400000 No No No ULT2 DEAD 1.200000 Linear Add Yes No ULT2 F 1.200000 N0 No No ULT2 LIVE 1.600000 ULT3 DEAD 0.900000 Linear Add Yes No No No No Page 2 of 5 SPS-1.fdb SAFE v12.3.2 - License *9139 15 July 2019 W. Table: Load Combinations, Part 1 of 2 Combo Load SF Type DSStrength DSServinit DSServNor DSServLon AutoDesign m 9 i ULT3 H 1.600000 Table' Load Combinations, Part 2 of 2 Table: Load Combinations, Part 2 of 2 Combo Notes SERV1 Added 7/26/2014 3:01:21 PM SERV1 SERV1 SERV2 Added 7/26/2014 3:02:01 PM SERV2 ULT1 Added 7/26/2014 3:02:39 PM ULT1 + • •••••� •••••• ULT2 Added 7/26/2014 3:03:32 PM •• • ••• •• • ULT2 +•••• +• • •• •••••• ULT2 +••••• • • • ULT3 Added 7/26/2014 3:04:14 PM+0 : • • • • • • ' ' ULT3 •••• • ••••• •••••• •• • ••••• •• •• •• • •••••• Table: Load Patterns • ' ' • • • • •••••• Table: Load Patterns ' ' ' ' • LoadPat Type SeIfWtMult ! 000 : •' ' ' • • 0000 DEAD DEAD 1.000000 LIVE LIVE 0.000000 F SUPER 0.000000 DEAD H OTHER 0.000000 Table: Material Properties 01 - General Table: Material Properties 01 - General Material Type Color Notes 4000Psi Concrete Cyan Normalweight fc = 4 ksi added 5000Psi Concrete 7/26/2014 10:54:23 AM Green Normalweight fc = 5 ksi added A416Gr270 Tendon 7/26/2014 11:47:27 AM Gray8Dark ASTM A4116 Grade 270 added A615Gr60 Rebar 7/26/2014 10:54:23 AM Magenta ASTM A615 Grade 60 added 7/26/2014 10:54:23 AM Table: Material Properties 03 -- Concrete Table: Material Properties 03 - Concrete Material E kip/in2 U A UnitWt Fc LtWtConc 4000Psi 3604.997 1/F Ib/ft3 0.200000 5.5000E-06 1.5000E+02 kip/in2 4.000 No Page 3 of 5 SPS-1.fdb SAFE v12.3.2 - License *9139 15 July 2019 rZ Table: Material Properties 03 - Concrete Material E U A UnitWt Fc LfWtConc kip/in2 1/F Ib/ft3 5000Psi 4030.509 0.200000 5.5000E-06 1.5000E+02 kipfin2 g g 5.000 No Table: Material Properties 04 - Rebar Table: Material Properties 04 - Rebar Material E UnitWt FY Fu kip/in2 Ib/ft3 k1p/iin2 kip/in2 A615Gr60 29000.000 4.9000E+02 60.000 90.000 Table: Point Restraint Assignments I Table: Point Restraint Assignments Point Ux UY Uz Rx . • •. • •I RY Rz 1: •'• ..•• •••.•• 49 Yes YesYes Yes Yes fee �.: • 51 Yes Yes Yes Yes Yes •••••• .•.•:• Yes 53 Yes Yes Yes es •••:.• • • . Yes 55 Yes Yes Yes Yes •••• ' • • �••••� Yes 58 Yes Yes Yes Yes Yes a•.• ' " " •' • ••••� 60 Yes Yes Yes Yes Yes Yes ••:.•: �•.�•� ••s.•� Yes I Yes 62 Yes Yes Yes Yes .• •. s• • •••••• Yes Yes Yes Yes •••••• • • • •.•..• Table: Slab Properties 01 - General .. .. ..•... • Table: Slab Properties 01 - General Slab Type Color Notes DROP Slab Red Added 7/26/2014 12:25:05 PM SLAB10 Slab Magenta Added 7/26/2014 11:48:05 AM Table: Slab Properties 02 - Solid Slabs Table: Slab Properties 02 - Solid Slabs Slab Type MatProp Thickness Ortho in i DROP Slab 5000Psi 18.0000 No SLAS10 Slab 5000Psi 10.0000 No i Table: Slab Property Assignments Table: Slab Property Assignments Area SlabProp i 2 SLAB10 3 DROP 4 DROP 5 DROP 6 DROP 7 DROP f Page 4 of 5 SPS-1.fdb SAFE v12.3.2 - License #9139 15 July 2019 Table: Slab Property Assignments Area SlabProp 8 DROP 9 DROP 27 None 28 None 29 None 31 None 33 None 34 SLAB10 Table: Wall Properties Table: Wall Properties Wall MatProp Thickness Auto Rigid OutOfPlane Color in WALL8IN 5000Psi 8.0000 No No Red Table: Wall Property Assignments Table: Wall Property Assignments Area WaflProp WALL8IN 11 12 WALL8IN 13 WALL8IN 14 WALL8IN 15 WALL8IN 16 WALL8IN 17 WALL8IN 18 WALL8IN 19 WALL8IN 20 WALL8IN 21 WALL8IN 26 WALL8IN Page 5 of 5 M. SPS-1 7/1G/�n1nn•co nn I c V r .l .7. JO Y1IVI 350. 32 .:.... • • • 275., i '0 S I 0 250, • • r 200. -- 175. ' 1150.-- 125.E p 100.' 75. 50. { 25. Qh CC Oiao c)urrace Loading in Gravity Direction (F) [Ib/ft2] lb, in, F 1 i 9 SPS-1 7/15/2019 9:59 AM -60. --..._..._ .......... -........ _............. _.._...__....... -.._...__._.._.__.-._.._......._.._.._---..........................__ ... --. -- —--.._.__..__..._ .. ..._..__.._.._...._..._......-..._.._........_......_.._.._._.. ••• ' - " -8Q. ••••• -100.t .......i ' • 4....... ... _........ - ---_...... ............. J'-s -120. J I -130. I -140. j -150.� -Io$ 1 j -160. .. .... ...... -................. --._._......... -170. "I _..._..—_..__... --... ...... _.._..... _.................. _...... .._._._._..._..........._; -180. -190. SAFE 12.3.2 Slab Surface Loading in Gravity Direction (H) [lb/ft2] lb, in, i I I kO :�P.q_1 1/15/2U19 9:58 AM 15P.5 560. --- -- --- -- - - -- - -._ ......... -._....... - - — -- ----- - - -�00* _..._.__--------- ........... _._.._._......_ `........._...... f �: ••.• • i0000 ' 440. • • • • • • -. i •• •• • •• •••••• OOIr I • • 860�'- . • - 0000 320. . I 280. ' 240. l j 200.• , I4� 80. i 40. SAFE 12.3.2 Slab Surface Loading in Gravity Direction (DEAD) [lb/ft2] lb, in, F I SPS-1 1 7/15/2019 9:54 AM btrIP-U.eslgn - Layer B - Bottom Reinforcement (Enveloping Flexural) - Additional to #4 @ 1 Olbn iM5t I 17 SPS-1 7/15/gn1q q•.5d nnn i t rf �� t ---rauq&.w.&sign - Layer H - bottom Reinforcement (Enveloping Flexural) - Additional to #4 @ 1Obn, i($(t !J SPS-1 -1:13y AIM .'i. 0 *00000 •i'• •• •• • *1& 0 I r • • _. • • • • 0 0 0 0 9 1 h •• • • •• •••• i i t SM56 SkjoZesign - Layer A - Top Reinforcement (Enveloping Flexural) i P 9 - Additional to #4 10 inl @ l�Tbp)F 1 4( SPS-1 7/15/2n19 11.3R Ann --J -- -- - r iL-iivCiupmy riexurai) - Haaitlonal to #4 @ 10 ik(TopF 1.5 SPS-1 1/15/2019 9:55 AM FKOO, .2171 i 0.2216 t••a•.• ••� • •••••• • i ff • • • • • j •••••• • � 0.3495 `—� i 0.3511 ! r! j 0.3025 SAFE 12.3.2 Punching Shear Capacity Ratios/Shear Reinforcement lb, in, F 16 SPS-1 7/15/�n1a 't•�� onn jaim neactlon ulagram - (SERV1) [kip, kip-ft] lb, in, F 0� SPS-1 7/15/�n1q 1.74 onn Y • • • "' .'' x�" • • see*** i r''rw"w'Y" �.L"��i'.�XK • • • • • i i O �c. onrr �— " joint Keactlon Diagram - (SERV2) [kip, kip-ft] lb, in, F 10/15/2019 Safe Pool Alarm S187D — Techko Group Home Shop Contact Us teweams- WARKNO, TEOWj 0 .,.. •^•• •. • 1 • • • • .....: . ... https://techkogroup.com/products/sl87d 1/3 10/15/2019 ti . Safe Pool Alarm S1870 — Techko Group Safe Pool Alarm S187D $29.99 Quantity .••.•• https://techkogroup.com/products/sl87d 2/3 10/15/2019 Safe Pool Alarm S187D — Techko Group Techko's S187D Safe Pool Alarm is designed to monitor a gate, door, window or other entryway to you pool area. A high output 110 dB alarm siren sounds when the magnetic contact is broken without pressing the adult bypass button. Two sensors are included so that you can have your sliding glass door open, with your screen door shut, leaving the alarm active. This alarm is always in protective mode and will sound the instant a door, window or gate is opened and will continue until the bypass button is triggered. The S187D is ETL listed and approved under UL 2017 standards. • �.... • Meets UL 2017 standards for Child Pool Safety Law '••'•: .• • Includes extra set of sensors and bypass reset button for use•o41Doth sliding ;�••�; glass doors and screen doors •••••• .... . ..... • Water and weather resistant •��• •••��• : •••••� • High Output 110-115 dB, 6-Tone Alarm. "Always On" Alarm P"f4t ion •; • .,.... • Low battery LED display .'. • ...... .. . . in SHARE V TWEET 0i PIN IT Privacy Policy Terms of Service Warranty © 2019, Techko Group Powered by Shopify https://techkogroup.com/products/sl87d 3/3 t- ` PROPERTY ADDRESS: 1430 NL 102nd, STREET, MIAMI SHORES, FLORIDA 33138 LEGAL ©ESCRIPT10N LOT 6 . IN BLOCK 3. OF REPLAT OF TRACT `A` OF UTAMI SHORES SAY PARK ES> ATES ACCORDING TO , THE PLAT THEREOI= A5, RECORDED IN PLAT SOOk 56, AT PAGE 86, OF THE PUBUC RECORDS OF MIAMI--DADE CQLJN TY, FLORIDA, ..ai-•x�.'•s ' NE. 102nd STREET N gg ......, L.. zl ! k a ., a .....� r.,. L06A1i1 N SWIM �,•+. q.a N.T.S. • • : 000000 41 'c 4 wpy Awn 4 A] NOI`I`CE:iSi : HE 4.1 m use OF THE LAND. AS CLASSY? IN 714E STANDARDS' OF 71C PRACe < a (51 V FAC1 IS > pt#Gt ": TW UNOM M AiIYE bIS7'ANM AOCIMACY FOR THIS TYPE V t i>F 80tlrliA iyr StlR1YEY IS 1 FOOT' MI- 7,?5W, F T. 7NE ACCURACY OBTAINED BY WEAS4JRENENT �11 j � � AWD C:N L'4! A . OF A CLAD fq� i WAS FOUND TO EXCEIM 714S REQUMEMENT. NFEl-;1BEH"ri7i:S AS DeA�ICTh7J 0 4 7HIS 3(£TCH WERE MEASUF" P.,.D TO AHD :ESTAMAiED HORIZONTAL P091QRAL ACCURACY OF 0.1 FEET. 1 APIDS 'a4f41M1 H0I!WN.'WW ABSTRACIM THEREFORE MS S1WWY IS SUBJECT TO EA�iTS •0WT'QF WAY$. ,11VV%ISVATTERS'WtCH MHW SA: REFLECTED IN A FLOOD ELEVATION ?1FORMATION: OF UU, TO •TH SUBXCT-LANDS. IO Aj1Ei0T *S.-UADS� VXAV_'AI �fi�(; WkW _17007►IGS OF MY STRUC7URE. DATE OF FM: 09-11 �-09 su r wis Bt7rN �,p Fall 1W ExCLtJSW USE OF r E EN1ITY ENUM) oOwpl nTY• Ma 120652 ILA :b,i iFOfl; {N`THE CERTf4CAC Q011 Mg gCEi'NOT WEND D TO ANY UNNAM PARTY. �lys TO .NATtoluu='rtaoenc VERIICAI DATUM (Tana) P/1!t¢ 0306 suFFtx L � a MIA-0i�11I:. (AItRl1Y"BQICFWApIC .ftog^ib-kA; FiEVAnQN+1i.ZJ" ZONE: A BASE FLOOD ELEVATION; 9' A N TON I O FIORE WID EM n of S.aHW. 11LL .� �'pE•�OmOQR!® SEAL t or �.A'wk' �c �; f LAND S RVE1r01;Z LAND RL_-ANNER " 1642; S.W: 124th Place, Miami, Florida 33175 Poone: (305) 221-3040 Fax: (305) 221-9040 C antonioflorepsm®gmail,com 1' iMA7.7!/S�a011rDAfir� A% SURVEY ar' 1NE T tY _ ' as a TRN6 Alp. C9RRL�C1 ro Mr 1Q1owEDnt AND erz As I�ae1�LY wr>e� Kr M WNCY OOMFUM ' 34 RIs� M�tR Or Imram.. By vc DOAND or a aNu AUTOWO FIORE tNAP r1gfL7A AclAea.snlA cane. PdR�f3AnT PIYamsaxAl SURVEYOR 11f0 MAI+pFJt Na 3184 STALE OF F7.ORDA DRAM 3Y: E.LF. REFnM CE RaD BOOK: 17-0440 DATE: %-,16x•0017 _ i .t ASIS OF NE. 102nd STREET (N89'S0'S4 _ w 190 ASPHALT PAWJ&NT 3�EARIN 50' TOTAL R/K `N N ' p M4' PARKWAY N89'50'54 "E _95.00,_ (P.C,). 0 r 5/8' No I.D. F.I.P. 1/2>, .o/s:- + 1.09' SOUTH r ui 0,10' EAST. Get ASPHALT DRIVEWAY 21 40. 15.37' � �a I h GARAGE � F.E-5.58' w Of • •�� • •....• N•) • •.. ....1. 1 0,60' b 20.05' k .•••�• •• ••...f 13•.•.•• M 25.15' .- ..ram qq •••••• 4.65' •'.A c.; • Goes• ONE-STORY •o • o • • �' - RESIDENCE # 1430 • •n • 'j • • o a LOT &, BLOCK 3 N •':" `. ' ..:... . • J.. 44.45' t 3.10' 17.50' m a j I 1 4' t,U.P GLF. .. c1: _ —"E 95.84�1 ~1V82'� o a, ��` LOT 10 o °' .N. 1 No I.D. 4 r 5'13 F:I.P 1/2" o 3 SYMBOLS No. I.D. LOT 11 BLOCK AIR CONDITIONtR OEM fLECTPJC ME R ' OGM . GA'S f4MR" (� WATER ME. r Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by te5k k W nt)A a to perform special inspector services wgc er the Florida Building Code at the I!J *3 Nr 102 — 152C fi project on the below listed t:tructureS •as.df �79-011-14 (date). I am a registered architect or professional engineer licensed in the State of Fi'osid3.: • • PROCESS NUMBERS: • • • • • • • • SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) • • • • • • ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4'2), •..' ;"• • • ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) • • • • • • • ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) • • • • • K SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) • • • • ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12); • •; •; • ❑ SPECIAL INSPECTOR FOR ' • • • Note: Only the marked boxes apply. • The ollowing indivicjual(s) employed by this firm or me are authoXA* "d representatives to perform inspection * • • 1. c �! U' 2. G 3. (� 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. F, Oholtdj�oru4,g pletion of the work under each Building Permit I will submit to the Building Inspector at the time of final insp�rrtlDc$r�p i action log form and a sealed statement indicating that, to the best of my knowledge, belief and profesn�Dyu gme f'those ,rtid'rJg of the project outlined above meet the intent of the Florida Building Code and are in subs��i�baCcotQa �Y�Ti thd•aPiNk plans. Siq andealeEngineerlA�rc�hitect N0. 4 844 X = Name -7�h 0(� s� {�Af` f rOtlt9yy DATE. s10 9J' J��si4lH 111i<<��� ii Created on 6/10/2009 (PRINT) �J I / I / r Address��� Y% � ol-'ci•�O�itIU�C� 61 A I�Qh(iy7tdtt) � 33plr Phone No.