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BPP-17-1986Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. BPP-8-17-1986 Permit Type: PoolsAillhirlpools/Hot Tubs p t rrri I Work Classification: New Permit Status: APPROVED Issue Date: 9/26/2017 Expiration: 03/25/2018 Parcel Number Applicant 1532 NE 104 Street Miami Shores, FL 33138- 1122320320370 Block: Lot: JUAN CAMILO SUAREZ RUBIO Owner Information Address Phone Cell SANDRA MILENA GIRALDO BOTERO 1532 NE 104 Street MIAMI SHORES VILLAGE FL 33138- (305)934-6115 1532 NE 104 Street MIAMI SHORES VILLAGE FL 33138- Contractor(s) ALL COAST BUILDERS LLC Phone (786)299-2807 CeII Phone Valuation: $ 34,000.00 Total Sq Feet: 288 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Work: Swimming Pool Additional Info: NEW SWIMMING POOL Classification: Residential Occupancy: Private Bond Return : Scanning: 4 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $20.40 CO/CC Fee $50.00 DBPR Fee $15.30 DCA Fee $15.30 Education Surcharge $6.80 Permit Fee $1,020.00 Plan Review Fee (Engineer) $120.00 Scanning Fee $12.00 Technology Fee $27.20 Total: $1,787.00 Pay Date Pay Type Invoice # BPP-8-17-64775 08/03/2017 Credit Card 09/26/2017 Check #: 1143 Bond #: 3512 Amt Paid Amt Due $ 50.00 $ 1,737.00 $ 1,737.00 $ 0.00 Available Inspections: Inspection Type: Fence Final Pool Deck Wall Steel Review Electrical Review Planning Review Building Review Building Review Mechanical Review Structural Review Plumbing Review Plumbing In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informat .n is a icurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-na ed con' actor . do the work stated. September 26, 2017 Authorized Signature: Owner / Applicant / C. tr .r / Agent Building Department Copy Date September 26, 2017 1 .! .A6 " 9,� is A VS-0 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL PUBLICS JOB ADDRESS: /S32 IllE /ov M FBC20(+ Master Permit No ((l E Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Folio/Parcel#: ll —.2.z3z- o32- 0370 Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder): Address: /S32 Ale /O Y Miami Dade zip: 33/.3 S Is the Building Historically Designated: Yes Construction Type: Flood Zone: BFE: NO FFE: (� l•� j Azb Phone#: "'30. 3 4 % �/ //• J City: PlAileCGtA4 /i? Tenant/Lessee Name: Email: State: Phone#: Zip: 33/3 CONTRACTOR: `Coom any Name: O1 £j% /cZs4, Z. Z..(0 T 6 Address: 7 Sid City: C! State: Fe — /6 fit daster Phone#: Qualifier Name: „la £ 1 oA Phone#: State Certification or Registration #: C 6 I J-• �/ I T Ys Z Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: �/ Value of Work for this Permit: $ .3V 0 0 O Square/Linear Footage of Work: 2 86 76619112'07 Zip: —53 /J 7812.99 28 o 7 Type of Work: ❑ Addition ❑ Alteration New Description of Work: Mid ;Ash i 1 fµ5 o l City: State: Zip: ❑ Repair/Replace ❑ Demolition Specify, color of color thru'tile: Submittal Fee $ 13) • OD $ ' t._O � Permit Fee O Scanning Fee $ IL Radon Fee $ �' ' 3 0 .7 Technology Fee $ Training/Education Fee $ ICCF $ q a co/cc$ ' DBPR $ S • 30 Notary$ • Double Fee $ Structural Reviews $ I2v Bond $ 00 TOTAL FEE NOW DUE $ (. 7 :5 3�•c:"O (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address 1 s..t City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City s State 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. t. a• ► • "WARNING-TO.OWNER: YOUR FAILURE TO RECORD A,, NOTICE. OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOURvPROPERTY: IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOURNOTICE OF COMMENCEMENT." I °, ; Notice to Applicant: As a condition to the issuance of a building permit with an estimatedvalue'exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered �to,the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the sence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. •r Signature • • OWNER or AGENT • Signature. • I •q it • '�, .The, foregoing instrume t was acknowledged before me this The foregoing instrument A s acknowledged before me this i'� 4 a'}• .t q • r -.din° 1' ,. ' /7 / day of , 20 / by day of :NY� 20 by �6 �� n�4G,� � t� �'+�^ IA ,who is personally known to , who is personally known to me or who has produced -6.1-6 -y01-3- 99-013—V as me or who has produced 1--t.T6)00- S`//- 67-00-1as- identification and who did take an oath. • NOTARY PUBLIC: J „� Sign: Print: Seal: _`�`°�•, CLARA E RODRIGUEZ MY COMMISSION #FF138588 ofd? EXPIRES July 5, 2018 ***************r (A°T)3,98%9153 . APPROVED BY I( ririaSl arvC pirprgm..W. i , RACTOR • r ,• identification and who.did.take an oath. NOTARY PUBLII I' Sign: Print: 'Seal: .;=a,++... CLARA E RODRIGUEZ MY COMMISSION #FF138588 '•.. o;tid!::- EXPIRES July 5.'2018 Plans Examiner 8/3//7 ******* Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-2232-032-0370 Property Address: 1532 NE 104 ST Miami Shores, FL 33138-2666 Owner JUAN CAMILO SUAREZ RUBIO SANDRA MILENA GIRALDO BOTERO Mailing Address 1532 NE 104 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area 3,197 Sq.Ft Living Area 2,210 Sq.Ft Adjusted Area 2,643 Sq.Ft Lot Size 8,850 Sq.Ft Year Built 1970 Assessment Information Year 2017 2016 2015 Land Value $309,729 $309,729 $270,112 Building Value $170,421 $171,795 $173,169 XF Value $7,534 $7,640 1 $5,848 Market Value $487,684 $489,164 $449,129 Assessed Value $433,996 $394,542 $358,675 Benefits Information Benefit Type 2017 2016 2015 Non -Homestead Cap Assessment Reduction $53,688 $94,622 $90,454 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 32 52 42 RIVER BAY PARK ADD PB 40-72 LOT 16 BLK 4 LOT SIZE 75.000 X 118 OR 18739-4293 08 1999 1 Generated On : 8/3/2017 Taxable Value Information 20171 2016 2015 County Exemption Value $0 $0 $0 Taxable Value $433,996 $394,542 $358,675 School Board Exemption Value �+ $0 $0 $0 Taxable Value $487,684 $489,164 $449,129 City Exemption Value I $0 $0 $0 Taxable Value I $433,996 $394,542 $358,675 Regional Exemption Value $0 $0 $0 Taxable Value 1. $433,996 $394,542 $358,675 Sales Information Previous Sale Price OR Book -Page Qualification Description 03/15/2017 $695,000 30466-1893 Qual by exam of deed 12/29/2011 $415,000 27949-3710 Qual by exam of deed 07/01/2005 $720,000 23704-2788 Sales which are qualified 08/01/1999 $246,000 18739-4293 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: http://www.miamidade.gov/propertysearch/ 8/3/2017 Miami Shores Viiiage 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: �` 6itc)LAWHEREAS, the undersigned Liu),cSo Z , J �j..�r4 is/are the fee simple owner(s) of the following described property situated and bell in Miami Shores Village, Florida: Address: I 2 Mr I a , CA 51015, F(, ?S V 3 Whereas, the undersigned owner(s) L 0& \ C, f u',frtL 6rt-\ (� 0 desire to utilize said Lot(s) as a single building site, and the undersigned owner(s) do(es) hereby declare and agree as follows: That the property will not be used in violation of any ordinances of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. II. That the purpose of the covenant is to induce Miami Shores Village to issue a permit for a pool where the required enclosure is not on the subject property where the pool is located. 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 successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance of said Village then in effect. / i;JU(MA Suc.reZ, v OWNER SIGN & PRINT (Revised 05/2209 OWNER SIGN & PRINT ��_u G doY'3— i`i'y-• 3 � I Hereby Certify that on this day personally appeared before me1/4K C SJ'rr2 SCc.a/ &-r k,(d and has produced ID # S 6.4 '11,3'91 nzs-o as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes there in expressed. SWORN TO ANDS day of 1k, EVA E VELASQUEZ •'= MY COMMISSION # FF964005 EXPIRES February 23, 2020 IA07,3yyL's3 rkrMaNuW,ytiwyrrwn' OTARY PUBLIC STATE OF FL�.'IDAa ,20 Ii' 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 (W acknow of ge thaj a flew wimming pool, spa hot tub will be constructed or installed at J.3z Nit 10 fl , ri:cst" rfil ri 13I5 Miami Shores, FL, and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statues and the Florida Building Code R4101.17. Please initial the method(s) to be used: Pf AS The pool will be equipped with an approved safety pool cover that complies with ASTM F1346-91. (Submit Manufacturer's Specifications). M a'-1 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). 1M 4 5 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 Mk S 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), AY 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 Chap i r 515, F.S ., an d will be considered as committing a misdemeanor of the second degree, pu isha• as provided in Section 775.082 or Section 775.083 F.S . This form must be signed by the own : r/age t • d e prime contractor. CONTRACT CONT NOTA NATURE AND DATE NAME (PLEASE PRINT) -•7ln - 4lAV PUO •, _�� CLARA E RODRIGUEZ • MY COMMISSION #FF138588 EXPIRES July 5, 2018 (407) 398-0153 FloridallotaryService.com OWNER'S SIGNA'i E AND DATE fir -! S 6i-t/L3-?-1(�30 tT o e. �vwret . OW ► R'S NAME (PLEASE PRINT) J. NOTARY PUBLI ";; EVA E VELASQUEZ :e: MY COMMISSION # FF964005 ?art', i4F71 Aa.c!Ss EXPIRES February 23.2020 riundaNulu.yServrr ton, Date Miami Shores Vinage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SWIMMING POOL OWNER'S CERTIFICATION O5-02- 1611 Miami Shores Village Building & Zoning Department Attention: Building Official I certify that I am the legal owner of the property described as -OW) Co10 Soc , located at 1331 tJ( 10 4J M, ►; vseJ, (I, 7313 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. de3 Le al Owner 9 Note: This certification is to be submitted with a swimming pool permit application in duplicate. 4 hores illage 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 '4. 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: 1. 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 tirne employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: 25/' Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this / day of 4 N Sr , 20 / 7 . By 4c'1 64"4.^i 0%/e/Y who is personally known to me or has produced C.oni(o gva s6z6—y�3-790�-30 as identification. Notary: SEAL: CLARA E RODRIGUEZ �— • ` MY COMMISSION #FF138588 a; d'° EXPIRES July 5, 2018 (407) 398-0153 FloridallotaryService.com ALL COAST BUILDERS, LLC 6467 SW 16 ST. CGC 1514432 CFC 1429677 786 299 2807 MIAMI, FL 33155 allcbllc@gmail.com Date: August 24, 2017 State of Vol- AN County of 4DGtcll Before me this personally appeared /T amuta crfoki who, being duly sworn, deposes and says: That he she will be the only person working on the project located at: 4-3a tug wig /11101 h-i c,a re) 3313E Sworn to (or affirmed) and subscribed before me this c23 days of .2017 STATE OF 'Flo n cA COUNTY OF 'C-(1"/ On this cr, day of S o I. ,2017, Before me, a Notary Public in and for the above state and county, personally appeared /?'744U4.Le G: .1-ti ri\ know to me or proved to be the person named in and who executed the foregoing instrument, and being first duly sworn, such person acknowledged that he or she executed said instrument for the purposes therein contai -1. s his or her free and voluntary act and deed; Vita, NOTA LIC SEAL My Commission Expires •, "; a <<;. CLARA E RODRIGUEZ MY COMMISSION #FF138588 U9• o. EXPIRES July 5, 2018 (407) 3973-0753 FloridallotaryService.com FIXED CONTRACT AMOUNT THIS AGREEMENT, Made as of June 25, 2017 Between the Owner: And the Contractor: For the Project: Construction Lender: Juan Camilo Suarez Sandra Milena Giraldo 1532 NE 104 St Miami Shores FL 33138 All Coast Builders, LLC. CGC 1514432. CFC 1429677 6467 SW 16 Street Miami F133155 786 2992807 New Swimming Pool Construction Lender's Name: Owner .... • • .. .. • .. . • .. .. . . . .... • . . • . . . ..• .. • . .. .. • • • .. • . • • • .. .. . • . .. . .. .. ARTICLE 1. CONTRACT DOCUMENTS 1.1 The contract documents consist of this agreement, general conditions, construction documents, specifications, allowances, finish schedules, construction draw schedule, information disclosure statement, all addenda issued prior to execution of this agreement and all change orders or modifications issued and agreed to by both parties. All documents noted herein shall be provided to the Contractor by the Owner. These contract documents represent the entire agreement of both parties and supersede any prior oral or written agreement. ARTICLE 2. SCOPE OF WORK 2.1 The Owner agrees to purchase and the Contractor agrees to construct the above -mentioned structure and fixtures attached thereto in (City of Miami Shores, Dade County and state Florida) per the construction documents, allowances, finish schedules, all addenda, change orders, modifications and specifications set forth in the specification booklet. 2.2 See proposal. (06.24.2017) Between the Owner: And the Contractor: CONSTRUCTION PROPOSAL Juan Camilo Suarez Sandra Milena Giraldo (Property Owner) 1532 NE 104 St Miami Shores F133138 All Coast Builders LLC (Contractor) CGC 1514432 6467 SW 16 St Miami F133155 786 299 2807 • Initialed by: Owner (TCS Contractor r1 kJ Contract Project Name Page 2 of 6 For the Project: New Swimming Pool Contractor proposes to furnish labor, material and services as listed below for the above -mentioned Project. CONFRAGTOR.S; POOL SCOPE OF WORK New Swimming pool 12`x 24' -Pool form and steel placing • • • • -Install Main drains and light niches. •.. • .• .. •. •• -Pour concrete. • • • . -Compact pool deck. . -Wire mesh installation •....• • • • • • • • • -Form pool deck, pool equipment. •, •, •. : -Pour concrete and finish. • -Pool coping installation only. -Pool water line tile installation only. • • • • • • • • -Interior pool preparation (ready for plastering application). . • -3 Return lines -1 Skimmer line -1 Vacuum line -2 Main Drain. -2 Light niche less -Pass all necessary inspections. -Supply and install pool lights. -Provide and install pool equipment (By Plans). -Intel flow variable speed pump. -150 Sq Ft Carbridge filter. -Salt system. -Site clean upon pool related debris only. -New diamond bright (Standard colors). -Plumbing Contractor service. • -Electrical contractor service. -Chemical start up, including salt. -Walk thru with the client. -Plans and Permits 30 350 -Remove and disposal existing concrete deck and pavers -Prepare area to pour concrete (290 Sq Ft + 510 Sq Ft -The Pool equipment will be located at east site of the • .• • .• Initialed by: Owner Contractor I1A 5 Contract Project Name Page 3 of 6 property -Pool Heater -Structure pool work is based on a Monolithie shell, we are not including any Piling, if the Building Department request for that it will be in additional charge. SLAB CONCRETE WORK; -Remove and disposal existing concrete deck ($2 per Sq Ft) -Remove and disposal existing paver area. ($1.20 per Sq Ft) -Provide new concrete slab in all deck area ($4 per Sq Ft) . • • • •... • • • • • • • .. 3 650 . • • • •. .••S • • • . • • • • • _NOTINCLUDED �� . .- ,_, -Pool barrier. -Coping and tile material. (Just included basic price of $288 for Copping and $288 for Pool tile = $576) -Tile finish on deck area. -Compaction test (if needed). -Anything not listed on scope of work. -Not tile installation included in the deck area -Not Pool Piling. .. . . ... • • PAYMENTS 15% Deposit (for plans drawing and revision) 35% when the plans be approved by the city 35% when to start with pool deck work. 15% at final inspection TOTAL 34 000 SUBMITTE 1 BY: ALL COAST BUILDERS LLC Contrac a r 1 Jara All Coas : uild CGC1514432, CFC 1429677 ARTICLE 3. TIME OF COMPLETION Juan Camilo Suarez/Sandra Milena Giraldo Property Owner •• • • • • .• • Initialed by: Owner IRS Contractor M A-5 Contract Project Name Page 4 of 6 3.1 The approximate commencement date of the project shall be (as soon as the plans approved by the City of Miami Shores). The approximate completion date of the project shall be (2 Months), however any change orders and/or unusual weather might delay or otherwise affect the completion date. ARTICLE 4. THE CONTRACT PRICE 4.1 The purchase price of the project shall be set at the sum of $ 30 000, subject to additions and deductions pursuant to authorized change orders and allowances. ARTICLE 5. PROGRESS PAYMENTS • • • • • • ••.. 5.1 The Owner will make payments to the contractor pursuant to the attached conailu&tion draw . schedule as work required by said schedule is satisfactorily completed. Owner shall.mekedraw •...•. payments to contractor within (7, Seven days) days after request by contractor. Shooldhe owner fail to make payment, contractor may charge a penalty of (10 percent) annually upon the .rrpaid amount until • •. •• 5.2 If payment is not received by the Contractor within (seven days) days after depi. y of payment demand for work satisfactorily completed, contractor shall have the right to stop work or.terminafe th'e contract at his option. Termination by Contractor under the provisions of this paragrnpti• hall not relieve the Owner of the obligations of payments to Contractor for that part of the work performed prior to such termination. Termination by Owner under the provisions of this paragraph shall not relieve the Mnet of the obligations of payments to Contractor for that part of the work performed prior to suc; termoiaation. •• ARTICLE 6. DUTIES OF THE CONTRACTOR 6.1 All work shall be in accordance to the provisions of the plans and specifications. All systems shall be in good working order. 6.2 All work shall be completed in a workman like manner, and shall comply with all applicable national, state and local building codes and laws. 6.3 All work shall be performed by licensed individuals to perform their said work, as outlined by law. 6.4 Contractor shall obtain all permits necessary for the work to be completed. 6.5 Contractor shall remove all construction debris and leave the project in a broom clean condition. 6.6 Upon satisfactory payment being made for any portion of the work performed, Contractor shall furnish a full and unconditional release from any claim or mechanics' lien for that portion of the work for which payment has been made. ARTICLE 7. OWNER 7.1 The Owner shall communicate with subcontractors only through the Contractor. 7.2 The Owner will not assume any liability or responsibility, nor have controls over or charge of construction means, methods, techniques, sequences, procedures, or for safety precautions and programs about the project, since these are solely the Contractor's responsibility. ARTICLE 8. CHANGE ORDERS AND FINISH SCHEDULES 8.1 A Change Order is any change to the original plans and/or specifications. All change orders • • • • • • • • • • Initialed by: Owner.ITC Contractor el k 5 Contract Project Name Page 5 of 6 need to be agreed upon in writing, including cost, additional time considerations, approximate dates when the work will begin and be completed, a legal description of the location where the work will be done and signed by both parties. 50% of the cost of each change order will be paid prior to the change, with the final 50% paid upon completion of the change order. A 2% fee shall be added to all change orders and overages more than initial allowances. Additional time needed to complete change orders shall be taken into consideration in the project completion date. 8.3 Any delays or changes in finish selection schedules will delay the projected completion date. ARTICLE 9. INSURANCE • 9.1 The Owner will purchase and maintain property insurance to the full and insltirAlq value 01 the • . . ••• . project, in case of a fire, vandalism, malicious mischief or other instances that may gccti,r•. • 9.2 The Contractor shall purchase and maintain needed Workman's Compensatigrlapd Liability • insurance coverage as required by law and deemed necessary for his own protection'.,.. • ARTICLE 10. GENERAL PROVISIONS • • .•• •. . . . • .•. . • . . • 10.1 If conditions are encountered at the construction site which are subsurface or otherwise* concealed physical conditions or unknown physical conditions of an unusual nature; wlarcn differ naturally from those ordinarily found to exist and generally recognized as inherent ii on!tructibh•. activities, the Owner will promptly investigate such conditions and, if they differ materially and cauSean increase or decrease in the Contractor's cost of, and/or time required for, performance of any part of the work, will negotiate with the Contractor an equitable adjustment in the contract sum, contract time or both. ARTICLE 11. HAZARDOUS MATERIALS, WASTE AND ASBESTOS . • 11.1 Both parties agree that dealing with hazardous materials, waste or asbestos requires specialized training, processes, precautions and licenses. Therefore, unless the scope of this agreement includes the specific handling, disturbance, removal or transportation of hazardous materials, waste or asbestos, upon discovery of such hazardous materials the Contractor shall notify the Owner immediately and allow the Owner/Contractor to contract with a properly licensed and qualified hazardous material contractor. Any such work shall be treated as a Change Order resulting in additional costs and time considerations. ARTICLE 12. ARBITRATION OF DISPUTES 12.1 Any controversy or claim arising out of or relating to this contract, or the breach thereof, shall be settled by arbitration administered by the American Arbitration Association under its Construction Industry Arbitration Rules, and judgment on the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof. ARTICLE 13. PAYMENTS TOTAL 1ST PAYMENT 15%.. 2ND PAYMENT 35%.. 3 PAYMENT 35%.. 4TH PAYMENT 15%.. w $ 34 000.00 $ 5 100. FOR PLANS DRAWINGS/REVISION AND PERMIT. ..$ 11 900, WHEN THE PLANS BE APPROVE BY THE CITY TO START ..$ 11 900, TO START WITH THE POOL DECK WORK ..$ 5 100, AT FINAL INSPECTION • • . Initialed by: Owner 3CS Contractor i" A-5 Contract Project Name Page 6 of 6 ARTICLE 14. TERMINATION OF THE CONTRACT 14.1 Should the Owner or Contractor fail to carry out this contract, with all its provisipns, the following options and stipulations shall apply: ' 14.1.1 If the Owner or the Contractor shall default on the"contract, the non -defaulting party may declare the contract is in default and proceed against the defaulting party for the recovery of all damages'iricurr"ed because of said breach of contract, including a reasonable attorney's fee. In the case of a defaulting'Owner, the Earnest: money hereintmentioned shall be applied to the legally ascertained damages. " - . . - ,yA • ARTICLE 15. ATTORNEY FEES 14.1.2 In the event of a default by the Owner or Contractor, the non-defaultingmays tote his intention to comply with the contract and proceed for specific performar•;•• •••••• • 14.1.32 In the case of a defaulting Owner, the Contractoo.may accept, at his,cRtjgn the earnest• money as shown herein as liquidated damages, should earnest money not cd'i 41ie expena see date, the Contractor may make claim to the Owner for all work executed anijfpr j oven loss ith • • respect to equipment, materials, tools, construction equipment and machinei,•iiVludin reasonable overhead, profit and damages applicable to the property less the git money. • • • • • • • • • • { • • • 15.1 In the event of any arbitration or litigation relating to the project, project performance or thi%; contract, the prevailing party shall be entitled to'reasonable attorney fees, costs and expenses. ARTICLE 16. ACCEPTANCE AND OCCUPANCY r 14.1 Upon completion, the project shall be inspected by the Owner and the`Contractor, and any repairs necessary to comply with the contract documents shall be made by the Contractor. 16.2 `T'he Owner shall not occupy the property until final payment has been received by the Contractor and a Certificate of Occupancy has been obtained. 16.3 Occupancy of the project by the Owner in violation of Article 16.2, shall constitute unconditional acceptance of the project and a waiver of any defects or uncompleted work. 16.4 Upon receipt of the final draw request from Owner, the Contractor shall provide the Owners a Final Contractor's Affidavit certifying that all lienors, contracting directly with or directly employed by, or about the construction or remodel of the Building, or about the subject Agreement have been paid in full. Before disbursement of the final draw, The Contractor shall provide final releases for payment in full of all subcontractors, material suppliers and laborers who have provided Notice to Owner to the Owners ALL' COAS , LLC By: Manuel ; ra, ger Juan Camilo Suar i'Sandrat,Milena Girajdo Property Owner • • .•• • • Initialed by: Ownert Contractor M� Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-301027 Permit Number: BPP-8-17-1986 Inspection Date: April 06, 2018 Inspector: Kendall, Travis Owner: GIRALDO BOTERO, SANDRA MILENA Job Address: 1532 NE 104 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ALL COAST BUILDERS LLC Permit Type: Pools/Whirlpools/Hot Tubs Inspection Type: Survey Final Work Classification: New Phone Number (305)934-6115 Parcel Number 1122320320370 Phone: (786)299-2807 Building Department Comments NEW SWIMMING POOL Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments (\\Y-> sc'01/4 For Inspections please call: (305)762-4949 April 06, 2018 Page 1 of 1 • N.E. 104th STREET 50' TOTAL RIGHT OF WAY. 18' ASPHALT PAVEMENT • O O N 'F. H 12' PARKWAY CONC "SLAB O O N •• • • •••• •••• • • •••• •••• • •••• *FOUND •••P.R.M QtMU' 4' Cc*C SIDEWALK 50.00' FIR. 1/2 i 0.10'CL O O 06 LOT 15 BLOCK 4 F.I.P. 1/2- 9.99' 9.94' 12.93' 2264' N PbRL'FI 9 62' ONE STORY RESIDENCE # 1532 LOT 16 BLOCK 4 29.30' L'LLLLI 1 1 I I_LL)L'L SCREEN �L_LLLL S LLLL EQ__LLLLL _LLLLJ,•nLLLLLCI-ILLLLLLLLLLLL LLL _tLLLLLLLLLLLLLL_L. _Ll ' ' ' ' ' ' ' _LLLLLLLL _LI 1L70' _LLLLLLLL _Ll _LLLLLLLL _Ll _LL1/LE SLAB_ _Ll _LLLLLLLL _Ll _LLLLLLLL _Ll p _LLLLLLLL Ll POOL _LLLLLLLL Ll �i _LLLLLLLL _LI _LE 'CT LI LI of N RE -PLAT OF o d: CONC DRIVEWAY ae ade 2285' 25.81' 43 9.83' 9.95' W� P50.00' MEAD WIRE PLAT LIMITS TRACT C MIAMI SHORES BAY ( PB 64-PAGE 97) O 06 PARK ESTATES • • •• :LR. •1`2!0 •••••• • • • • • • • • • • •• • OT t17 LOCK 0.37 C ' LP. 1/2 z NC = AIR CONDHIIONING PAD P.C.P. = PERMANENT CONTROL POINT E.T.P. ELECTRIC TRANSFORMER PAD LE. LANDSCAPE EASEMENT C.B.S. = CONC. BLOCK STRUCTURE NO ID = NO IDENTIFICATION NUMBER NOTE: ONLY VALID VITH PAGE 1 SKETCH OF SURVEY SCALE: 1" = 20' ABBREVIATIONS AND LEGEND F.N.D. = FOUND NAIL & DISK U_E = UTILITY EASEMENT F.I.P. FOUND IRON PIPE F.I.R = FOUND IRON BAR —x— = CHAIN LINK FENCE CH =CHORD S.I.R= SET IRON BAR F.H. = FIRE HYDRANT RES = RESIDENCE C.B. = CATCH BASIN RAN = RIGHT OF WAY = CENTER LINE F.N. = FOUND NAIL CL = CLEAR STY. = STORY SAN = SIDE WALK L =ARC. LENGTH CONC. CONCRETE 4 • tom--- • N • •• • 375.00; • • •• • • • • •• • _LI 0 •� • • • • • • • •••• •• • • 1y 0 W 0 0 L_ c "i a_ LLJ C `3 0 B' DG DEPT S.N. = SET NAIL R = RADIUS ENC. =ENCROACHMENT -sr- = WOOD FENCE - C.B.S. WALL A = CENTRAL ANGLE SJBJECT 0 CCAIRLI&MCE WI FH ALL FEDERAL KARL F. KUHN PROFESSIONAL SURVEYOR & MAPPER No. 5953 11844 S.W 203rd STREET MIAMI, FLORIDA 33173 PH : 305-431 1846 786-317 3658 TYPE OF PROJECT: BOUNDARY SURVEY SCALE: AS SHOWN DATE: 04-04-18 PROJECT LOCATION: 1532 N.E. 104th STREET DRAWN BY: I.C. DRAWN No: CITY, STATE & ZIP CODE: MIAMI SHORES, FLORIDA 33138 PROJECT No: 18 / VP- 4936 DATE OF FIELD WORK: 04-03-18 SHEET: 2 OF: 2 4 / _4) / N.E. 104th STREET / 2�,•i i i • • • • • ••• •••• • ••• • • • • • • • • • • • -/://// / • •••• • • •• ••• •••• • ..•. • • • • •• • 13 14 15 17 18 •..A19 20 /16 • • 4• • • • • • •• • • .•. • • • •••a• • ••••.• LOCATION MAP. NOT TO SCALE. PROPERTY ADDRESS: 1532 N.E. 104th STREET, MIAMI SHORES, FLORIDA 33138 LEGAL DESCRIPTION: LOT 16, BLOCK 4, OF RIVER -BAY PARK ADDITION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 40, PAGE 72, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. CERTIFIED TO: O..— JUAN CAMILO SUREZ AND SANDRA GIRALDO SURVEYOR'S NOTES: 1) The above captioned Property was surveyed and described based on the above Legal Description provided by Client 2) Bearings, if shown, are based on an assumed meridian and referenced on the centerline of NIA N/A , per plat 3) The lands shown hereon were not abstracted for easements,right of ways or other recorded incumbrances not shown on the plat, and the same, if any may not be shown on this section. 4) Underground utilities are not depicted hereon. 5) Foundations and/or footings that may cross beyond the boundary tines of the parcel herein described are not shown. 6) Elevations are based on the National Geodetic Vertical Datum 1929. 7) Ownership subject to opinion of the Title. 8) Fence ties are to be the center line of the fence. 9) Wall ties are to face of the wall. 10) Not valid without the signature and original raised seal of a Florida licensed Surveyor and Mapper. 11) This survey was prepared without the benefit of a Title Search; thereof, only those easements on the recorded plat as shown. 12) This survey is prepared to be used exclusively as an aide to obtain Title Insurance, no other warranties are hereby extended. 13) This survey depicted hereon is not covered by professional liability insurance FLOOD ZONE INFORMATION: DATE OF FIRM: 09-11-2009 COMMUNITY No: 120652 PANEL 0306 SUFFIX: L FIRM ZONE: AE BASE FLOOD ELEVATION: 9' BENCHMARK No: ELEVATION: NOTE: ONLY VALID WITH PAGE 2 I HEREBY CERTIFY THAT THIS SURVEY VAS MADE UNDER MY RESPONSIBLE CHARGE AND TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS SURVEY MEETS THE MINIMUN TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17050 FLORIDA ADMINISTRATIVE CODE PERSUANT TO SECTION 472.027 FLORIDA STATUTES. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. KARL F_KUHN PROFESSIONAL SURVEYOR & MAPPER No. 5953 STATE OF FLORIDA KARL F. KUHN PROFESSIONAL SURVEYOR & MAPPER No. 5953 11844 S.W 203rd STREET MIAMI, FLORIDA 33173 PH + 305-431 1846 786-317 3658 TYPE OF PROJECT: BOUNDARY SURVEY SCALE: AS SHOWN DATE: 04-04-18 PROJECT LOCATION: 1532 N.E. 104th STREET DRAWN BY: I.C. DRAWN No: CITY, STATE & ZIP CODE: MIAMI SHORES, FLORIDA 33138 PROJECT No: 18 / VP- 4936 DATE OF FIELD VORK+ 04-03-18 SHEET: 1 OF+ 2 •••• • • • • • • • • • • • •• • •• • •• • ••• • STRUCTURAL CALCULATIONS::::• PROPOSED NEW POOL 1532 NE 104 STREET MIAMI SHORES, FL 33138 * • • • • • • • •• •• • • •••• • • • .•• • • •• • • • . •• • • • • ••• • •• \\6`‘i,VEllik4/111/4 ,.�!�,•. 62531 Vicente Yfdric`o, PE. LIC. No. 62531 10776 NW 84 LN #5 MIAMI, FL. 33178 TABLE OF CONTENT .... • • • •••. • •• •• • •• • • .• •• • • •••• CHECK PILE CAPACITY y••..• • • • • CHECK PUNCHING SHEAR • • • • • • 2 • • • • • • • . CONCRETE WALL , . • 3 • • • • ••• . • • BOTTOM SLAB 5 • • SLAB BAND DESIGN 7 • 1 Vicente Franco P.E. CHECK NEW HELICAL PILE CAPACITY POOL POOL HEIGHT: h = BOTTOM SLAB THICKNESS = WALL THICKNESS = fc= fY = PILE 5' FT 12!IN 8'IN 5000' PSI 600001 PSI TENSION CAPACITY = 6 T COMPRESSION CAPACITY = 121T LATERAL CAPACITY = N/A PILE DIAMETER = 1 3 IN PILE SPACING LEFT b1 = PILE SPACING RIGHT b2 = 6, FT 6 FT TRIBUTARY WIDTH T1 = 3.67 FT TRIBUTARY WIDTH T2 = 6 FT CHECK TENSION CAPACITY: TRIBUTARY AREA = 40.02 SF HYDROSTATIC PRESSURE = 7.684 T DEAD LOAD: SLAB WEGHT = 150 * 12/12 *AREA / 2000 = WALL WEIGHT = 150 * 8/12 * h * (T1+T2)/2 / 2000 = DEAD LOAD = 4.21 T UPLIFT (HP-0.6*DL) = • • • •••• • •• • •• • •• • • • • ..• . • ! • ••.• • • •• •• • • • • • • .• •• • 3.00 T 1.21 T 5.16 T OK < TENSION CAPACITY • • • •••• • • • • • •• •• • • • ••• • • CHECK COMPRESSION CAPACITY: LIVE LOAD = 6.40 T DEAD LOAD = 4.21 T TOTAL = 10.61 T OK < COMPRESSION CAPACITY •' • • • • • • • • • • . •... • . • z Vicente Franco P.E. CHECK PUNCHING SHEAR AT BOTTOM SLAB POOL POOL HEIGHT = BOTTOM SLAB THICKNESS = WALL THICKNESS = fc = STEEL PLATE = 5 FT 12 IN 8 IN 5000 PSI 8' IN d= ho = bo = 9 IN 21 IN 84 IN REACTION OVER PILE: LIVE LOAD = 6.40 T DEAD LOAD = 4.21 T Vu= 33.6 K CONCRETE SHEAR CAPACITY: .... • • •. .... • • • •• • • • • • •• • • • •••• • • .... • • •• •• .... • • •••• • • •• •• • • .. • • • • • •• • CRITICAL AREA PERIMETER (I)Vc = 181.8 K OK > PUNCHING SHEAR OK HELICAL PILE • ... • •• • • • • • • • • • • • • • . Cantilevered Retaining' Wall Lic. # : KW-06010683 Description Cantilevered Wall Criteria Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Water height over heel 5.00 ft 0.00 ft 0.00 : 1 0.00 in 0.0ft Vertical component of active Lateral soil pressure options: NOT USED for Soil Pressure. NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. Design Summary Wall Stability Ratios Overturning Sliding Slab Resists All Sliding ! 4.01 OK 0.98 OK Total Bearing Load = 1,500 Ibs ...resultant ecc. = 0.96 in Soil Pressure @ Toe = 241 psf OK Soil Pressure @ Heel = 209 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe ACI Factored @ Heel Footing Shear @ Toe Footing Shear @ Heel Allowable 289 psf 251 psf 4.9 psi OK 0.0 psi 106.1 psi Sliding Calcs Slab Resists All Sliding ! Lateral Sliding Force = 810.0 Ibs less 100% Passive Force = 194.5 Ibs less 100% Friction Force = 600.0 Ibs Added Force Req'd ....for 1.5 : 1 Stability Load Factors Dead Load Live Load Earth, H Wind, W Seismic, E Soil Data Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 45.0 psf/ft Toe Active Pressure = 30.0 psf/ft Passive Pressure = Soil Density, Heel = Soil Density, Toe = Friction Coeff btwn Ftg & Soil = Soil height to ignore for passive pressure 389.0 psflft 110.00 pcf 110.00 pcf 0.400 0.00 in Top Stem Stem Construction Design Height Above Ftg Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb/FB +fa/Fa Total Force @ Section Moment....Actual Moment Allowable Shear Actual Shear Allowable OK Wall Weight Rebar Depth 'd' Lap splice if above Lap splice if below Hook embed into footing Concrete Data 15.5 Ibs NG 420.5 Ibs NG 1.200 1.600 1.600 1.600 1.000 fc Fy Stem OK ft = 0.00 = Concrete in = 8.00 # 4 in = 12.00 = Center File = C:1C41CUA7EB-11GIA11532NE-11CANTIL-1.EC6 ENERCALC, INC. 1983-2017, Build:10.17.6.29, Ver:10.17.6.29 Licensee : Vicente Franco •.•• • Cal9ulatioas per ACr3 $.0 ACI 53004 f,1BC • • • • 2012.cBC 2013, ASCE 7•40 •• • • •••. • • • • • • • •• •. • • • • • • • . • • . • • • . • •• • .... • • • • • • • . . •• .• • • • .•. • .• • • • • • .• • • • • Ibs = ft-I = ft-I = psi = psi = psf = in = in = in = in = 0.429 900.0 1,500.0 3,493.8 18.8 106.1 100.0 4.00 13.24 6.00 6.00 psi = 5,000.0 psi = • Cantilevered Retaining Wall Lic. # : KW-06010683 Description : Cantilevered Wall Footing Dimensions & Strengths Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe fc = 5,000 psi Footing Concrete Density Min. As% Cover @ Top 2.00 Fy = 6.00 ft 0.67 6.67 12.00 in 0.00 in 0.00 in 0.00 ft 60,000 psi 150.00 pcf 0.0018 Btm.= 3.00 in Footing Design Results Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1-Way Shear Allow 1-Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing Toe 289 0 0 1,500 = 4.88 = 106.07 = #4@18.00in = #4@18.00in = None Spec'd Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: No key defined File = C:1C41CUA7EB-11GIA11532NE-11CANTIL-1.EC6 ENERCALC, INC.1983.2017, Build:10.17.6.29, Ver:10.17.6.29 Licensee : Vicente Franco Heel 251 psf 0 ft-lb 0 ft-lb 0 ft-lb 0.00 psi 106.07 psi • • • • • .. . .... • • .. .. ., • • • • . . •• • ••. • • • • • • • .. • • .. . • •... • • • • • • • • • . • •. .. • • • • •.• • .. • • • • • .• • • • • Summary of Overturning & Resisting Forces & Moments Item Heel Active Pressure Surcharge over Heel Toe Active Pressure Surcharge Over Toe Adjacent Footing Load Added Lateral Load Load @ Stem Above Soil OVERTURNING Force Distance Moment Ibs ft ft-lb 810.0 2.00 Total = ResistinglOvertuming Ratio Vertical Loads used for Soil Pressure = 1,620.0 810.0 O.T.M. = 1,620.0 = 4.01 1,500.0 Ibs RESISTING Force Distance Moment Ibs ft ft-lb Soil Over Heel Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem * Axial Live Load on Stem Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth @ Stem Transitions Footing Weight Key Weight Vert. Component 0.0 6.67 0.0 500.0 6.33 3,166.7 1,000.0 3.33 3,333.3 Total = 1,500.0 Ibs R.M. = 6,500.0 * Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. • ONE WAY CONCRETE SLAB DESIGN - ACI COEFFICIENTS Design is for largest span and worst coefficient condition Pool height h := 5 • ft Maximum span is := 6 • ft + 0 • in Width bs := 12 • in Slab deep hs := 12 • in ds:=hs-3.0•in --4 •in-0.5•-4 •in ds=8.25•in 8 8 Water unit weight Concrete unit weight Ultimate load qu:= 1.2•hs•bs•'yc+ 1.6•bs•hp•-y14, qu = 679.2 • plf Maximum moment M = qu • is 2 u 9 f := 60000 • psi A :_ := 62.4 • pcf yc:= 150•pcf Mu = 32602 • in • lbf fc := 5000 • psi 0.5015• f2 • b• ds ys 2 2 B :_ —0.85 • fy • bs • ds fc -B-JB2-4•A•Mu p := max 0.001$ 2 • A .... • • .... • .. • •• • • • • •• • • • .... • • •••• • • •• •• • • • • • • • • • • •• • • • • • • • • • •••• • • • . . •• •• • ••• • • • •• • • • • • • • p = 0.0018 As := p•bs•hs Use #4 @ 12" top and bottom each way Maximum shear Vu := q� •• — — ds 2 1 Concrete shear capacity As = 0.259 • in2 VU `15711 lbf, • 4Vc := 0.75 • 1.0 2 • fc • psi • bs • ds 4Vc = 10501 • lbf 4Vc 2 = 5250 • lbf Vu is less than half concrete capadty. No shear rebar is required • • • • •••• • • • .. • •• • • • • •• • • •••• • • • • •• •• • • . • • • • • • • .. • • .... • • •••• • • • . . .. •• • . • • ••• • • • •• • •• • • • • • • . 7 EXTERIOR CONCRETE SLAB BAND DESIGNEDAS BEAM -ACI COEFFICIENTS Design is for largest span and worst coefficient condition Pool height hp := 5 • ft WaI thickness tw := 8 • in Maximum dear span In := 6 • ft + 0 • in Pile cap width (assumed beam width) bb := 36 • in Slab deep hs := 12 • in 4 4 db:=hs-3.0•in--•in-0.5•—•in db=8.25•in 8 8 Water unit weight 7W := 62.4 • pcf Concrete unit weight -ye ••= 150 • pcf Trbutarywdth by := 6•ft+3.67•ft 2 Ultimate bad qu:= 1.2•(tw•hp+hs•bp) •7c+ 1.6•bp•hp•iw qu = 5130.3 • plf Maximum moment Mu :_ 2 qu ' In 9 Mu = 246253 • in • lbf fY := 60000 • psi fc := 5000 • psi 0.5015 • f2 • bb • db2 2 f A:= B := —0.85 • fy • bb • db c p :_ 200•psi —B—JB2-4•A•Mu fY 2 • `4 // . •••. . . . .. • . .. . . . . •• • . .... •••. . . •... .... . . •• •• . . • • • .. .. . • . . . . . • . • • . . • • • • • . • • . .. • • ••• • • • •• • • • . p = 0.0035 As:=p•bb•db Use 5 #4 top and bottom over piles Maximum shear VU := qu . i1 — \ db 2 As = 1.05 • in2 11864 •lbfM1 (I)Vc := 0.75 • 1.0. 2 • jfisi • bb • db (I)Vc = 31502 • lbf ckVc = 15751 • lbf 2 Vu is less than half concrete capadty. No shear rebar is required • • • • •••• • • • •• • •• • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • •• • • ••.. • • •••• • • • • • •• •• . • ••• • • • •• • • • • • • • • .• • • • ...-... �.+.. ....v... ...... �..e....a.u+w •r..a•a.w awaa:Ja v AVvr aria aawwoo/real. +vav OZKVICES I IMILLINU SERVICES oEc DYNATECHENGINEERINGCORP. Miami, July 18, 2017 Mr. Manuel Jara ALL COAST BUILDERS, LLC. 1532 NE 104th Street Miami Shores, FL 33138 Re: Proposed Pool @ 1532 NE 104th Street Miami Shores, FL Dear Mr. Jara: WWW.DYNATECHENGINEERING.COM ..Tim • • • • • •• • • •••• • •. • • • • •• . • • • • • • • • • • • •• • •••• •• • • • • ••• • •••• • • •••• • • •• • • ••• •• • • • • • • • • • • • • • • • ••• • • • •• Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) completed a Subsoil Investigation on July 18, 2017 at the above referenced project. The purpose of our investigation was to help determine subsoil conditions relative to foundation design of the proposed structure. A total of (1) standard penetration boring test was performed according to ASTM-D 1586 down to an average depth of 25' below existing ground surface at the locations shown on the attached sketch. The following graph was developed as a general condition below existing ground surface at the time of drilling for the subject site (Subsoil conditions are non -homogenous, refer to field boring logs for exact locations and soil description. Average depths are approximate and will vary in the field): Average Depth From To 0'-0" 0'-6" 0'-6" 2'-0" 2'-0" 3'-0" 3'-0" 9'-6" 9'-6" 10'-6" 10'-6" 25'-0" Description Topsoil and grass Tan medium sand w/rock fragments u, A.L R VIEW ^ Tan silty sand w/rock fragments Gray silt a APP__DATE )6) Tan sand Tan sandy limerock Groundwater was measured immediately at the completion of each boring and was found at an average depth of approximately 5' below existing ground surface at the time of drilling. Existing ground surface elevation was not provided to us at the time of drilling. Design engineers must verify existing ground elevations as well as FEMA Flood and County highest and lowest groundwater elevation for their design. Fluctuation in water level is anticipated due to seasonal variations and run off as well as varying ground elevations construction dewatering and pumping activities in the area and global warming. Site contractor must familiarize himself with site conditions in the event groundwater controls and dewatering is needed during construction. Surface flooding may result under hurricane conditions and should be taken into consideration in the design of the project. The contractor shall monitor and make sure that groundwater levels on adjacent properties are not adversely impacted due to the contractors dewatering activities. Specialty groundwater and water proofing contractors shall be consulted for all work below the groundwater level. 1 750 WEST 84TH STREET, HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM Re: 1532 NE 104th Street, Miami Shores, FL I- Alternative I: Deep Foundation Systems: Based on our understanding of the proposed structure and our field boring logs; deep foundation systems are needed to support the proposed pool and slabs without detrimental settlement. Based on the Florida Building Code FBC 2014, 5th edition, deep foundation systems shall consist of one of the following alternatives: Alternatives Pile Foundation Approximate Pile Depth Size Pile Capacity in Tons Pile Capacity in•Ton9 •A4bwable Lateral deity in'Thh: • B.E.L.S. Compression Tension • • •• • •• • • • • .•• • Pin Piles / push piers 22' BELS 3"0 sch.80 5 Tons •----` 1• Ia.. • N/A • • Helical Piles 22' BELS 3"0 sch.80 12 Tons , 6 'tQTaS,• •... N/A • • Auger Cast Piles 22' BELS 12 Inches 25 Tons 12'Tolis, • • • • • •.1 Ton• •: • • Auger Cast Piles 22' BELS 14 Inches 35 Tons 15.'Foas. • _ • - 2 Tong' • • • • .E.L.S.: Below Existing Land Surface. •• .. .• •• • For computer structural modeling of the building foundation system initial vertical Spring'constmtc 4,500 Kpi?or: compression and 250 Kpi for tension may be used. The vertical spring constant vah hpile•load wde3 by estimated pile settlement and is based on our experience and review of available pile load tests ddta:and settlement estimates in similar subsurface conditions and shall be refined as the structural model is developed. Point of fixity for moment design of the 14 inches piles shall be taken at 12 feet below the cut off elevation. Helical piles bearing capacity is a proprietary product dependent on manufacturer shaft type, size, and steel strength as well as helix size, numbers, spacing, depth, soil profile and installation torque. Therefore, the helical pile specialty foundation contractors and his engineer shall submit signed and sealed shop drawings of the proposed helical piles to the building department. The above depths are minimum depth required unless authorized by the geotechnical engineer. Predrilling may be required to achieve design depths. Lateral Load for a pile Top Deflection of 1/4 inch. Lateral load capacities may be increased using battered piles. Batter angles can be used for the pile installation of up to 2 inches per foot (Horizontal, Vertical). However, care should be taken not to overlap adjacent piles. In case of existing structures in the vicinity of the pile driving operation, care shall be taken not to create excessive vibration. Vibration levels shall be monitored to verify compliance with county regulations. Steps must be taken by the contractor to prevent excessive vibrations in the event excessive vibrations are experienced during construction, alternative driving methods shall be implemented (ie: predrilling, jetting, hydraulic push, etc...). The minimum center to center of piles or adjacent piles shall be not less than two and a half the average diameter for round piles, but in no case less than 36 inches to avoid load capacity reduction caused by group effect. Piles shall be driven with a variation of not more than 1/4" per foot from vertical, and within 3 inches of the specified plan location. The installation of adjacent piles (located within 6 pile diameters o.c. of each other) on the same working day is not recommended. We recommended that adjacent piles not be installed until the initial grouted pile has set overnight, but no less than 12 hours (Florida Building Code 1810.4.8.). The grout used in the pile installation shall develop a minimum compressive strength of 5000 PSI at 28 days. Large grout volumes, possibly twice (or more) of the theoretical pile volume, are expected for proper auger cast pile installation due to subsoil conditions. More so where former structures have been demolished and former piles removed causing additional underground cavities. All pile reinforcing must be designed by the structural engineer to resist all axial, bending, and shear stresses, and shall be placed under the supervision of our Geotechnical Engineer to verify compliance with our recommendations. If the pile is not reinforced over the entire length, we recommend a minimum of a single No. 7 bar be placed the full length of the pile to verify pile continuity. All work shall be performed in accordance with the applicable building code. 2 750 WEST 84TH STREET, HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM ` _ EC Re: 1532 NE 104th Street, Miami Shores, FL II- Alternative II: Shallow Foundation Systems Alternative for Pool: Silty sand and silt were encountered at a depth of 2'-0" and extending to 9'-6". below k nd'surface. this material must be removed and replaced with compacted gravel prior to pool ehcl; deck eoistxuction. The above recommendation being achieved and verified; it is our opinion that therbrdsed pool be designe'c1'fc r a shallow system with a permissible soil bearing pressure not to exceed 2,000.M. In are trot acct§§rele for compaction and Flowable fill shall be used. The following soil parameters shall be used for retaining wall designs: • • • • • • .... . . .... • • •• •• ••• •• - Soil unit weight moist: 130 pcf. Submerged: 70 Pcf. •• • • - Angle of internal friction: 30 • • • •• • - Earth pressure coefficient Ka: 0.33; Kp: 3.0 • - • - Angle of wall friction: 30 for steel piles, 20 for concrete or brick walls; 15° uncoated steel. Any underground structures such as grease traps; septic systems, etc... must be supported on pile foundations, unless the deleterious material (ie: silt, muck, peat, etc...) is excavated in its entirety and replaced with compacted washed gravel such as pea rock or FDOT # 57 stone. Fasten utility lines to underside of structural slabs to limit settlements. • •• Excavations shall not extend within 1 foot of the angle of repose next to existing footings or structures, unless underpinned. Trenching shall be in compliance with the Florida Building Code, OSHA and Trench Safety Act. Shorings shall be designed and inspected by Florida licensed professional engineer. Excavation contractor must make provisions for hard excavation conditions. All trenching work shall be in compliance with Florida Building Code, OSHA, and Trench Safety Act. Provisions shall be made by the architect, engineer of record and contractor to address vibration / dynamic loading; differential settlements when tying in new to existing structures. Mixing of different foundations shall not be used unless provided with expansion joints to address differential settlements and vibration transfer. Also note that as a common engineering practice for existing and new construction; outside ground surfaces must be sloped away from the structure as to avoid water accumulation and ponding. Rain gutters shall be installed and all rain water shall be discharged over splash guards a minimum of 5 feet away from building foundations. Verify all water, sewer, plumbing, sprinkler and drainage lines are properly functioning with no leaks in the vicinity of the foundations. An arborist must be consulted prior to any land clearing to verify compliance with local codes. Detailed settlement analysis was beyond the scope of this report. However, we have compared the field test data obtained in this exploration with our experience with structures similar to those proposed for this report. The estimated magnitude of these settlements is less than '/2 inch differential and less than 1 inch total settlements. Due to the granular nature of the subsurface materials, the foundation settlements should occur as the loads are applied and should be virtually negligible by the end of the building shell completion. If dynamic loading is proposed (ie: parking garage, etc...) this condition MUST be brought to our attention to re-evaluate the applicability of our recommendations. 3 750 WEST 84TH STREET, HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL INFOODYNATECHENGINEERING.COM C Re: 1532 NE 104th Street, Miami Shores, FL .... • This report was prepared in compliance with the 2014 Florida Building Code, 5 .editioli. Site e1evafioiis were not provided to us for the test locations. Depths reported on the field t?4 i, g logs tie ptoposed.pt1e lengths represent the depth below existing ground surface as they existed on thedate of drilling. In thuy,ej of subsequent filling, excavations or site work, the reported depths must bq •ad'jtisted tQYtp*esent Drop& •••• .... • ..• • • .• • •••• depths. • • .... • • The boring log (s) attached present (s) a detailed description of the soils encountered at to:tlqation (s).11li0 soil stratification shown on the boring log (s) is based on the examination of tete retoverea spil camp sand interpretation of the driller's field log (s). It indicates only the approximate boundaries betwtet soil types. The actual transitions between adjacent soil types may be gradual. Regardless of the thoroughness of a geotechnical exploration there is always the possibility that conditions may be different from those of the test locations, the nature and extent of such variations may not become evident until, during or after construction; therefore; therefore, DYNATECH ENGINEERING CORP. does not guarantee any subsoil conditions between the bore test holes. In accepting and using this report the client understands and accepts that all data from the borings are strictly for foundation analysis only and are not to be used for excavation or back filling estimates and pricing. Owner and site contractor must familiarize themselves with site conditions prior to bidding. Client recognizes that actual conditions in areas not tested by DEC may differ from those anticipated in DEC's report. Client understands and accepts that this can significantly increase the cost of construction for its future projects. Client agrees that DEC shall not be responsible or liable for any variations in the actual conditions of areas not tested by DEC. This report is not a Phase I and/or Phase II Environmental Site Assessments. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. The scope of services performed in the execution of this investigation may not be appropriate to satisfy the needs of other users, and use or re -use of this document or the findings, conclusions, or recommendations is at the risk of said user. Said user must contact DEC in writing to verify applicability of this report for their use. All work must be conducted under the supervision of our geotechnical engineer. The discovery of any site or subsurface conditions during construction which deviate from the information obtained from our subsoil investigation is always likely and should be reported to us for our evaluation. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal, State, County and City rules and regulations. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, Wissam Naamani, P. E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 Certificate of Authorization No.: CA 5491 ,SPAD P No. 39584 , ' * )444, 'O ` STATEOF 4 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM ` , EC •••• • • • • •••• • • • •• . •• • • • • • • •••• • • •••• • • •• •• • • • • • • •••• • • • • •••• • • • • • ••• •• • • • • • • _• - • • • •• • TEST BORING REPORT • ____ • • • ••• • • • DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : ALL COAST BUILDERS, LLC. PROJECT : Proposed Pool @ ADDRESS : 1532 NE 104th Street, Miami Shores, FL. LOCATION : See attached sketch DATE: July 18, 2017 HOLE NO.: B-1 • • • • • • DRILLER; I. G. •' •' •• • •• • • • • • • • DESCRIPTION OF MATERIALS • Depth.. , HAMMER BLOW SAI1IP1J R • •••I . "NI"••••i ••; 0'-0" to 0'-6" 0'-6" to 2'-0" 2'-0" to 3'-0" 3'-0" to 9'-6" 9'-6" to 10'-6" 10'-6" to 25'-0" 2••••. Hand•• ' -- TOPSOIL AND GRASS TAN MEDIUM SAND W/ROCK FRAGMENTS TAN SILTY SAND W/ROCK FRAGMENTS GRAY SILT TAN MEDIUM SAND TAN SANDY LIMEROCK $ ' •1 • -' : 1 • 1• - • 26• •• • • 6 •• . A ••• • A 8 A A 10 A - A 12 12 16 15 17 31 14 A A 16 A A 18 A A 20 18 22 19 21 41 22 A A 24 A A 26 A A 28 30 32 34 36 38 . • • • •• Water Level: 5'-0" Below Existing Land Surface at time of drilling As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. H.A.: HAND AUGER; A: HOLLOW STEM AUGER; R: REFUSAL • • 5 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM l EC • • • • •• • • • • • •• • • • • •• •• • • • •••• • • • • •••• •••• • • •• •• • • • • • • • • • ♦ • • •• • ••• • SITE PLAN • • • • • • • • • • • • •• •• • • • • • • • • > HN IBARRA & ASSOCIATES, INC. prn-fessi.on&1 Land Surveyors & Mappers WWW.IBARRALANDSURVEYORS.COM 777 N.'./V, 72na AVENUE 2204 DEL PRAD° BLVD .SOUTH SUITE 3023 SUITE NO. 202 UNIT 1 MIAMI, FLORIDA 33126 CAPE CORAL, FL 33904 P11: (305) 262-0400 PH: (239) 540-2560 FAX : (305) 262-0401 FAX: (239) 540-2564 NE 104th STREET S ± 18' ASPHALT PVMT. 50' TOTAL RIGHT-OF-WAY 0 tri F.I.R. I/2' NO CAP O cCi 0.46' CL W.VD4 W.V. F.H. W.M..CONC..SWK A 90°0'0' 9.99' 9.94' C.L.F. (5) 0. 15' ENCR. 90°0'0' PWY CONCRETE .., RETURN "j (A) W.M. CONCRETE WALK 75.00' N N 22.64' PORCH N 9.62' A. 90°0'0' CONCRETE I DRIVE • j N: ONE STORY RES. # 1532 d OT.. 15 LOCK - ,a 29.30' SCREEN - TILE PAVERS 22.83' 9.83' C.5. NC ; PAD t • • •• •. F.I.R. 1 /2" NO CAP FOUND 375.00 ----.s 4"X4" •••• • • • • •••• • • • • ••, • •• • • • • . • Q •• • 0 DO • a►. •••• •••• • • • • •••• ••.. -=—I.05' CL • • .• • ��j:�a• • • • • • • ••• .• • • •• • • • • • • • • • •• • • • • • • • • • •• C.Lf .F. x / ENCROACHMENT m NOTES: '0 A. NORTH SIDE OF THE SUBJECT N PROPERTY, CONCRETE RETURN IS ENCROACHING INTO THE RIGHT OF WAY OF NE 104TH 25.51' 9.95' STREET. - ----..._. fc--x- 8. WEST SIDE OF THE SUBJECT PROPERTY, CHAIN LINK FENCE SHED I IS ENCROACHING INTO THE O SUBJECT PROPERTY. C' ELECT. METER OVERHEAD WIRE 90°0'0"'_ 0.37' CL 75. F.LR. I/2" 00 � �- NO CAP m J OVERHEAD C.L.F. WIRE LIMIT OF PLAT (N.A.P.) RE -PLAT OF TR C MIAMI SHORES BAY PARK ESTS PB 64-97 N.A.P. c" ) m x F.I.R. 1/2" NO CAP MAP OF BOUNDARY SURVEY 1532 NE 1 04th STREET, MIAMI SHORES, FLORIDA 33138 ARC • AIR CONDITIONER PAD. • ANCHOR EASEMENT. • ALUMINUM ROOF. • ALUMINUM BH.EO. GRAPHIC SCALE -20 0 I 0 20 (IN FEET) 1 INCH = 20 FEET ABBREVIATIONS AND MEANINGS • BLOCK CORNER BROW/ RD COUNTY RECORDS :.= BUILDING. 13301 MARK 3.• BASS OF BEARINGS. - • BUILDING SETBACK UNE ^AInR ATED • CAT01 BASIN. • CONCRETE BLOCK STRUCTURE. - CONCRETE BLOCKY/AIL GMORD. - 010RD BEARING. C lAR - .= CHUM UNK FENCE. • CANAL MAINTENANE EASEMENTS. T.= CONCRETE. • CONC. FORCH. • CONCRER SUB. '.• CONC. UTILITY POLE. • CONCRETE WALK • DRAINAGE EASEMENT. • DRAINAGE MAINTENANCE EASEMENTS • DRIVEWAY fGRfB. AST. ELEC1RC 80X - ELECTRIC TRANSFORMER PAD. - ELEVATION. ENCRCACHL'E'; - FOUND IRON PIPE. - FOUND IRON ROO. • 9N5TED FLOOR E:P/ATION. FOUND NAIL 4 015K FRAME. RAP.- FEDERAL NATIONAL IN"RM., PROP. COL. PROPERTY CORNER F.N.= FOND NAIL RAV - MIT -OF -WAY. 11 = M01(NEIGRO RP.• RADIUS POINT. I.F.. IRON FENCE RGE.- RANGE. IN... EG.- INGRESS AND EGRESS EASEMENT. 5EC.= SECTION. LB. • CaNJ.Xeof Authcnestm L.B.l7B06 STY.- STORY. LP.= UGIIT POLE. 5NK.- SIDEWALK. LF.E• LC NEST BOOR ELEVATION. 5.1.F.. 5ET IRON PIPE LB. 07806. LM.E.• TAKE MANTENANCE EASEMENT. 5.P. • 5CREBNED FORD.] = MIWIICi. S.- SOUR!. M. = MEASURED DISTANCE. • - SECONDS MB • MAIL 80X T = TANGENT M.D.C.R- MIAMI DADE COUNTY RECORDS TB • TE)E.PMONE BOOR, M.E. MAIMQANC EASEMENTS T.U.E.• TEORIOLOGY UTILITY EASEMENT MEN. • MONUMENT UNE. TSB - TRA•9C 5'GNAL 8OR MIT • MANMOIE. T.S.P.• TRAFFIC 5'GNAL POLE AIL - MONUMENT UNE. TWP - TOWNXRP. NA.P. • NOT A PART OE. UTIL- UTILITY. NGVD • NATIONAL GEODETIC VERTICAL DATUM. U.P.= UDUTY POLE. N. • NORTH. W.M.= WATER METER. N.T9. • NOT TO SCALE. W.F. WOOD FENCE R.NO. - NUMBER W.R= WOOD ROOF. 05 • OFFSET. W.M = WATER METER 0.11.L• OVWIEAD LITANY UNE5 O.R.B. - OFFICIAL RECORDS BOOK OVH - OVERNANC PAR, PAVEMENT. PL. PLANTER. PA - PROPERTY UNE. P.C.C.• POINT Of COMPOUND CURVE. P.C.= PONT OP CURVE. PT.= POINT OF TANGENCY. RTC.- POINT OF COVMENCOME T. ROB.- RANT OF BEGINNING. P.R.C.- POINT OF REVERSE CURVE P.B.- RAT BOOK PG, PAGE. PAY. = PARKWAY. PE/WANLY( RFRRJCE MONUMENT. P.L5.- PROFESSIONAL LAND SURVEYOR L - RECORDED P5TANCE. RP.- RAIL ROAD. W.F.- WOOD FENCE W.L= IYDO)ROOK. W.5.- WOOD 514ED. W • WEST. £ = CORER UNE. LI • CENTRAL ANGLE. .2E • ANGLE. OVERREACT U0N)1Y UNE, - CONCRETE BLOCK WALL x x CMAIN UNE FENCE O O IRON FENCE .'/ WOOD FENCE •° • BUILDING SETBACK UNE — — — — • UTILITY EASEMENT ,•. •. LLw1ID ACC85 RAY - NON-VEMCUUP ACCESS RN/ 0.00 • Ex15TMG ELEVATIONS CERTIFICATION: JUAN CAMILO SUAREZ $ SANDRA GIRALDO THE TARICH LAW FIRM P.A. FIRST AMERICAN TITLE INSURANCE COMPANY. DG PINNACLE FUNDING, LLC, ITS SUCCESSORS AND OR ASSIGNS, AS THEIR INTEREST MAY APPEAR LEGAL DESCRIPTION: LOT 16, BLOCK 4 RIVER BAY PARK ADD ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 40, PAGE 72 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. TITLE COMMITMENT NOTES: THAT I HAVE REVIEWED THE COMMITMENT AND ALL ITEMS ARE SHOWN ON THE SURVEY. THE ITEMS SHOWN HERE FORTH ARE PER SCHEDULE B-II OF FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FILE NUMBER 1985-7, DATED FEBRUARY 02, 2017 AT 8:00 A.M.; ITEM No. 10 RESTRICTIONS, DEDICATIONS, CONDITIONS, RESERVATIONS, EASEMENTS AND OTHER MATTERS SHOWN ON THE PLAT OF RIVER -BAY PARK ADDITION, AS RECORDED IN PLAT BOOK 40, PAGE(S) 72, BUT DELETING ANY COVENANT, CONDITION OR RESTRICTION INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGIN TO THE EXTENT SUCH COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE 42 USC 3604(C). ROADWAYS AND LOT LINES SHOWN ON SURVEY. NO EASEMENTS OR RESTRICTIONS ON SAID PLAT. 13 LOCATION SKETCH SCALE =N.T.S. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY: • THERE,MAY BE FASPNIENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON T1115 SURVEY. • i HE PURPOSE OF THIS SURVEY 15 FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. • EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. • THIS SURVEY 15 SUBJECT TO DEDICATIONS, UMITATIONS. RESTRICTIONS. RESERVATIONS OR EASEMENTS OF RECORD. • LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. • BOUNDARY SURVEY MEANS A DRAWING AND/ OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE; THE WALLS OR FENCES MAY BE EXAGGERATED FOR CLARITY PURPOSES. • EASEMENTS A5 SHOWN ARE PER PLAT BOOK, UNLESS DEPICTED OTHERWISE. • THE TERM 'ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. • ARCHITECTS SHALL VERIFY ZONING REGULATIONS, R`STRICSIONS, SETBACKS AND WILL BE RESPONSIBLE FOR SUBMITTING • PLOT PLANS WITH CORRECT INFORMATION FOR 'APPROVAL FOR AUTHORIZATION' TO THE PROPER AUTHORITIES IN NEW CONSTRUCTION. • UNLESS OTHERWISE NOTED, THLS FIRM HAS NOT ATTEMPTED TO IOCAW 49iitIG AND/OR FOUNDATIONS. • • • FENCE OWNERSHIP NOT DETERMINED. • • • • • • • THIS PLAN OF SURVEY. HAS BEEN PREPARE* FOR *IE !ILLUSIVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATE • • • • • • • DOES NOT EXTEND TO ANY UNNAMED PART • • • •• • FLOOD ZONE INFORMATION:. • • • • THE NFIP FLOOD MAPS HAVE DESIGNATED WJiFIN DESCRIBEDON W BE SITUATES! OWR • • • FLOOD ZONE A • • E' • • • BASE FLOOD ELEVATION: EFT. • • • • •••• COMMUNITY.: 120652 • • PANEL' 0308 • • SUFFIX. L • • • • - DATE OFFIRM: 0$M1/2009 • • • • • • • • THE SUBJECT PROPERTY DOES NOT UE IN SPECIAL FLOOD HAZARD AREA. • • • • • • • • • • • •. SURVEYOR'S NOTES: • • • • • I . IF SHOWN. BEARINGS ARE REFERRED TO RN ASSINMED MERIDIAN, BY SAID PLAT IN THE ON••RWT1D• OF THE PROPERTY, IF NOT. BEARINGS ARE THER&ERRE") TO C0IJN TSWNSHLS MAPS. • • 2. i115 CLOSURE IN THE BOUNDARY SURVEY 15 ABOVE I :7500 FT. • • CERTIFICATE OF AUTHORIZATION LB B 7800. • r SURVEYOR'S CERTIFICATION: 1 HEREBY CERTIFY: THIS 'BOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON, HA5 RECENTLY BEEN SURVEYED AND DRAWN UNDER MY SUPERVISION, AND COMPLIES WITH THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. 8Y: 02/17/2017 / /`'' JOHN IBARRA (DATE OF FIELD WORK) PROFESSION4'.! LAND SURVEYOR NO.: 5204 STATE OF FIORIDA (NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER). REVISED ON: REVISED ON: DRAWN BY: TB FIELD DATE: 02/17/2017 SURVEY NO: 17-000803-1 SHEET: 1 OF 1 ;/ . r ri NO 5204 O "_ STATE OF :��DA�COR19P IOC LAB' L.B.# 7806 SEAL V, n JOHN IBARRA & ASSOCIATES, INC. Professional Land Surveyors 8 Mappers NNY W.IOMRALANO•URVE70RS.CONI 77.7 N.W. TIRO AVENUE t•W OEL PRA-00 OLF0 SOUTH SUITS MOSS ARAM, FLORIDA 40154 Pt! (04) S•b01O0 MOO w) 1/034101 SURE ISO. Sot LOOT CAPS CORAL, FL 33001 PR: (STD) 040.21100 FAE: (ESE) 040.4O M NE 104th STREET N r 6" A511140 1YATT. SEr TOTAL RCNT-0, WAY IJ.11 Itr NO CA. 15) CD O. IIS�ENCRC" Q+ - •.n fJ.R U7 d NO W CD w.v7M R•w.v. 7'fJt 90.0'0* 9.99' i• 9.94'. CONC..DWK CONCRETE WALK RLM 75.00' CONCRETE RETURN • CONOterr . W,M 9.63' 4. zONE STORY `�y•YRTS. 1532 Yv` LOT-16 BLOCK =4 �LZL�.I:I• � E' _LLLL� lL{t� / • 6. //22.''1/'rORCM ✓' s A N LIIATOF, IKATv.- (N•A.Pd j' ARE=P. AT`Or:1R C MIAMI ° PARK ESTS'PB 64-9 N.A.P. .:')ram-�ii. _.r... vy..,.,. ...•.-: ..,. 75. M[TER LECT OVERNEAD WIRE 2ZE3' w.M. fJ.R 1/2' NO CA/ r Poo 375.00-la PAM 47r4' --1--1A.09'CL LOT- 17 p7 0 elCCR -4 4 Z3.6Y//// 1}9.95j� ENCROACHMENT NOTES: 1. 47410*OF ME'MACY PROPERTY. CONCRE7QRk7YNN rDICRO1G•1010 EI7C RN RIOROFIIMYOFNE (OR 4 . 4ntEEr.. 'terrace anRsmart' A P10001011C CHAOUAW FENCE • IRAd)O4010011 0ME 5 �a �t• 04111AECTPRO•E(R7Y ire NO CAI T{k F -.. MAP OF BOUNDARY SURVEY 1532 NE 104th STREET, MIMM 51104*5, FLORIDA 33136 GRAPHIC SCALE -20 0 10 20 (INFO 1INCH • 20FEET APPRA4MTIONE AN01wo1NRs ,r.m•, MiWIO PMr& WC. ••••0011111N014.2•15 ••F••••MOWS ea • •� NPS 0.60•VC,OMtMY. i•a.10004O 0A Hrg▪ r. i=ftem01•100% R•Aan•OK q-▪ • M4., Mt. 61100.0. CEIM RCA7ION: JUAN CMALO SUAREz 4 5ANDRA WRNDO THE TARIC1 LAW rat l PJl r1257 MAN T TL* INSURANCE COMP164e. OG MIRACLE FUNDING. LLC. ITS SUCC13550R5 AND OR A551GN5, A5111E 2 nNTERGST MAY APRAR LOT I C. BLOCK 4 RIVEK SAY PARR POD ACCOROMG TO THE RAT 111EREOr. A5 RECORDED IN FLAT BOOK 40. r C 72 Or TM FUBLIC RBCORDS or MIAMI-DALE COWIN. FLORIDA. MMTLECOMMITMENT NOTES: RpFI)NVE)E1M31ED REOONL/1e4TA1DALL trod SARE worm DN DIE SURVEY. 11!ITIAO&OWNMERE)ORTNARE1613044 UM CI, FAST AMOCANTORE ISUR CE=PW COMEIIEMFIEMReEr 11054, DATED FEIRWRY02,3011ATt04 AlL; ITB116. 10RESN00N,Q DEDA:Afl0NS COMM RESOMITI ]IS 01TNREMTUM MOMON THE PLAT OFMANY MAX AOOI101L DOOR Mt MORN 72 RUT DORM ANY ODa,TMNT. cote:0m m AM EI10E LANTATIa1 OR LNSC11.4NATEWWEOONRACK )WAIIIN. PANSIAI. STATUS CRANDON& OINMATO THE ORM SUCH GoVDMON Get RESTIWO063 VIOLATE 46 uscse*(13 *moms At, sip maws: ND EASSIEr7s OR(Es71ECT1oa WSW RAT. LEGAL NATIEJ TOACCOIMANY_SK61CN Of1NRNEY: wee wuuwrtr.. •WD. M •AC11m1 6 C SO/1•04 MR- • mrwOOO'MAMMO 0'••IS.4 10RS1 FAX 9SSM'! EDT=.O'MMM3. e•e, AhSCAR U...TOR. MA• . TAR N•e•.ro SOCAe•3. .,A0A.e'ucOe • (61000/06H0•01)WOW Ot A,C •i mtt M/M' • 47110•0 4RVIVLS00• ma 3.•SO CQ!CSOC• O.O AS TZO.OA )C0010104111(w00. O7UD OMAR:a •...O .'XAi.4OR ET.3 v • '-O+../ a .•I17.AS RP•10P3 FDR awn. rumen. • •e0/R.0 V *004••,• M •OOr. V.DI OfACRf O•9,rO0 • .100. 0#0•:••A• ••.Y3.3A7A• MLY:O0W 000•0,0M • Fort.•. Rex vfle, SA0001•AV6031C10.6. 4011O3 A0• 11000011011•M,•0 • 404HMw01 COM, ••O0*31 „OR 1/••CV4 FOl4.•lO•P'O• : ••S MORN41'NO•D, v4410.00. •t 0101Aat W0. 1.34* •. .47 nr0••rm0)'dfA4(031.1 Ales .4.- •)OR0111SS XSCRAMS. "▪ coo sow nRMAnork 0010•0 10.01 000100000•e0 0.0101110WO OR•1WOID0010002600700 WAIL M0 0011701011 0001101 •SlM11r1,0O4•R00SMOT1.0A•tl•A00D101.00 0a agrarama Awn •. 0.10"10043IIR 100410:19.. 47M10010ire. 010) •IA•• tK007,-u? M 00OLTSPIOf. SMOGS OZR* 040t 4r0:11•.100OrmD! S w4 ODMR• re E01••,•' M47 Saps 1e•SCO R. 3 DIODat OF AOI WIAD• 0 • TOG. TOM SOffOMO RMINDOI F911101A?0t404 140 MMfMG103 OF R1L. Al /R A •O,OO. OOOO R[LWOWOpffWIUM su04L•00 s O•rrts+.7..!O•P. Q02J17/20f7 N. JJJJJJuuu A JOINMAIRA OM OFMDKM rmmD•{l•ACa0Oa¢a. 5204 RASO REST 110100.0000RAE !MOM AO nit WOOL 0RJ5717 ANO.O••Q•OC 1b5.O1 A01n.Rn. - 110.010 o4 • FIELD DATE • 02,11712017 • ••• �YNa, • •• •• s • • • • 4 • • • • &E • M•- • 14F••I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • GENERAL NOTES .... • . . ,.• • .• ... •• • . • Soil borings on unmarked vacant property should be considered preliminary with furthet b- ri••••• •••'• building pad(s) are staked out. • • . . ,• . .... . Soil borings on existing structures that are to be demolished should be considered preltmin y andadditional bbfi� 9 would need to be performed after the structure(s) has been demolished and proposed Il' • • • • • ilding take out. • • • .. .. .... As a mutual protection to clients, the public and ourselves, all reports are submitted' as ' ential property ofclieMs, and authorization for publication of statements, conclusions, extracts from or regarding ouz reports is reserved-pending•oxr • written approval.• .. . •.. . • KEY CLASSIFICATION & SYMBOLS Correlation of Penetration Resistance With Relative Density and Consistency Cone Penetration Tests (Ke/cm31 Sands 0-16 17-40 41-80 81-120 Over 120 Silts & Clay 0-3 4-9 10-17 18-31 32-60 Over 60 Standard. Penetration (Blows/ft.) 0-4 5-10 11-20 21-30 31-50 0-2 3-4 5-8 9-15 16-30 3 1 -50 Soft Medium Moderate Hard Hard Very Hard Relative Density Very Loose Loose Firm Very Firm Dense Very Loose Soft Firm Stiff Very Stiff Hard Boulders Cobble Gravel Sand Silt Clay 5%- 10% 10%.- 30% 30% - 50% 0%- 5% 6%- 10% 11% - 20% 21% - 35% > 35% And Particle Size > 12 in. 3 in. to 1 in. 4.76 mm to 3 in. 0.07 mm to 4.67 mm. 0.005 mm. to 0.074 mm < 0.005 mm Modifiers Slightly Silty or Clayey Silty or Clayey Very Silty or Very Clayey Slightly Trace Trace Little Some Rock Hardness Description Rock core crumbles when handled Can break with your hands. Thin edges or rock core can be broken with fingers Thin edges or rock core cannot be broken with fingers Rock core rings when struck with hammer (cherts)