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BPP-10-18-2988, 1665 NE 104th StMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 1665 NE 104TH ST, Miami Shores, FL 33138 1122320320200 Contacts HECTOR LONDONO Owner LUXAPATIO Contractor 1665 NE 104 ST MARIA SANCHEZ Home: 7862085518 SANCHEZME48@YAHOO.COM 3305 NW 79 AVE, MIAMI, FL 33122 Business: 3054775141 MARIAE@LUXAPATIO.COM Mobile: 7862005923 _I ........... _... __...._..__---- _----- __ Ins Description: NEW POOL CONSTRUCTION $ 20,000.00 , Valuation: Inspection Requests: -4949 Total Sq Feet: 260.00 ,.,.... was � Fees Amount Application Fee - Other $50.00 CCF $12.00 Certificte of Completion for Single Fam $50.00 and Duplex DBPR Fee $9.00 DCA Fee $6.00 Education Surcharge $4.00 Permit Fee $550.00 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Structural Review ($90) $90.00 Technology Fee $15.00 Total $875.00 Payments Date Paid Amt Paid Total Fees $875.00 Credit Card 10/19/2018 $50.00 Check# 1067 10/18/2019 $825.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that II the forego g in ormatlon is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Fut rmore, I au4orizithe above named contractor to do the work stated. Authorized Signature: Owner / ) Applkint / Contractor / Agent Date October 18, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department1BY; ,, cx 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 - —------- Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20" Master Permit No. Sub Permit No. ❑i BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 10B ADDRESS: t � � � � C � �q- � City: Miami Shores County: Miami Dade Zip: 33�� Folio/Parcel#: (� Z Z 5 Z- 0 3 Z d Z O0 Is the Building Historically Designated: Yes NO X\ OccupancyType: Load: Construction Type: C bS Flood Zone: BFE: _� FFE: OWNER: Name (Fee Simple Titleholder): -171 Address: f 6 G S N C !©a- S Jor 996,70S<__-�S�iie) City: )_1! Ck vy\ 1 State: �F (_- Zip: ) 2--> S Tenant/Lessee Name: Phone#: Email: �7CAY) C h c2 M C Ovr► 1 CZ 1 �� �/IS��ff.� ♦ CONTRACTOR: Company Name: A— � Phone#: t G -SIB Z'�'©f Address: b;�) o 5 ']L1 w City: Ct 1/Y\ % `` Stater Zip: Qualifier Name: V e Q C I �CL-, "O C Phone#: 3o S- 3u 2 C1 74 C State Certification or Registration #: I k S Z S G JQ Certificate of Competency #: DESIGNER: Arch itect/jjEngineer: t Q'LP " 1,ZA r'-, V) G v l I Phone#: _ Address: 3 't 2 S w �� S� S City: c/1 t rr` m i State: Zip: Value of Work for this Permit: $ 20 oco " Square/Linear Footage of Work: 2-QD0 h F 1} Type of Work: ❑ Addition ❑ Alteration I E' New ❑ Repair/Replace ❑ Demolition Description of Work: X! U jy rl S C6rp Specify color of color thru tile: Submittal Fee $ r-��� �� Permit Fee $ 0C) G.7 Scanning Fee $ Radon Fee $ ' CA Technology Fee $ CA Training/Education Fee $ r Cnl Structural Reviews $ C', �0 {_- (a-7a- - -, CA-3 (Revised02/24/2014) CCF $ (AD DBPR $ 6_0 C� CO/CC $ !_:::o • C/7 Notary $ 50 Double Fee $ 0 Bond $ NCO ©O TOTAL FEE NOW DUE $ 8 2-S - C I< 2G;•ad Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. f7 1 Signatur _ x re < Signature NER or AG T CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrdmment was acknowledged before me this _ day off 20 ) by 1b day of I;-i o � 20 I� by f LQ1)(Abi10 , who is personally known to r-ed O Chog who is personally known to me or who has produced T--L L as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: � C� Sign: Sign: q2,�- 0b, Print: K (if U Print; Seal: KARLA AGOMEZ N GG 56 3 Seal: KARLA A GO *" MY COMMISSION =F ','• EXPIRES January 29, 2 MY COMMISSION # GG065693 �^��,e' r EXPIRES January 29, 2021 APPROVED BY Plans Examiner �� eC,� �%- Zoning Structural Review Clerk (Revised02/24/2014) 10/1/2018 Property Search Application - Miami -Dade County OFFICE OF THF1 'A' pf P R, A S. E, 13 PRPPF,:RT'y Summary Report Property Information Folio: 11-2232-032-0200 Property Address: 1665 NE 104 ST Miami Shores, FL 33138-2667 Owner HECTOR LONDONO MARIA SANCHEZ Mailing Address 1665 NE 104 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 3,062 Sq.Ft Living Area 1,988 Sq.Ft Adjusted Area 2,382 Sq.Ft Lot Size 8,400 Sq.Ft Year Built 1954 Assessment Information Year 2018 2017 2016 Land Value $449,150 $449,150 $318,945 Building Value $220,275 $221,883 $223,491 XF Value $4,423 $4,482 $4,541 Market Value $673,848 $675,5151 $546,977 Assessed Value $437,558 $428,559 $419,745 Benefits Information I Benefit Type 20182017 2016 Save Our Homes Assessment $236,290 $246,956 $127,232 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,0001 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Generated On : 10/1/2018 Taxable Value Information 21 4 2 2018 201V 2016 County � Exemption Value $50,000 $50,000 $50,000 Taxable Value $387,558 $378,559 $369,745 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $412,5581 $403,559 $394,745 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $387,558` $378,559 $369,745 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $387,558 $378,559 $369,745 Sales Information Previous Sale Price OR Book -Page Qualification Description 07/10/2018 $1,125,000 31075-3000 Qual by exam of deed 05/13/2008 $854,000 26619-1779 Sales which are qualified h h I'f d 09/01/2003 $520,000 6 5- 693 Sales w is are qua i ie Short Legal Description RIVER BAY PARK ADDN PB 40-72 LOT 21 BILK 3 LOT SIZE IRREGULAR COC 21645-2693 09 2003 4 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 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SWIMMING POOL OWNER'S CERTIFICATION Date 10 ( < < I '� Miami Shores Village Building & Zoning Department Attention: Building Official I certify that I am the legal owner of the property described as j 6 1`4 4S� ,located at L �tL1c 3 In accordance with Section 33-12 ft Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting and approved barrier prior to final inspection and use of the pool. i Legal Owner 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: WHEREAS, the undersigned �t e c -+o c L o i A_oei cD is/are the fee simple owner(s) of the following described property situated and being in Miami Shores Village, Florida: Address: C"S t-A t� 10 4- Whereas, the undersigned owner(s) � 1 0 A y ( L Ci n J c '"\, y desire to utilize said Lot(s) as a single building site, and the undersigned owner(s) do(es) hereby declare and agree as follows: I. 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 relea d by Miami Shores Village, or its successors, in accordance of said Village then in effec4 -R St@4+l$►F'RIN OWNER SIGN & PRINT �1 I Hereby Certify that on thi day pgc� Wally appeared before me -��kor pond G � It and has produced ID # T L. lJ� as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes there in expressed. SWORN TO AND SUBSCRIBED before me on this �_V day of ��A0 kb KARLA A GOMEZ1C� NOTARY P C STATE LORIDA *c MY COMMISSION 9 GG065693 Revised 0 ( p�f o?• EXPIRES January 29, 2021 I Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFETY ACT I (We) acknowledge that a new switnming pool, spa or hot tub will be constructed or installed at ( b ,1 Pq E k 0 Sfi 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: The pool will be equipped with an approved safety pool cover that complies with ASTM F13'4,6t-91. (Submit Manufacturer's Specifications). L J L 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). 1L 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 L 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). _iA L— 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/lacking 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 violatioA of Chapter 515, F.S ., an d will be considered as committing a misdemeanor of the second jeretj hable as provided in Section 775.082 or Section 775.083 F.S. This form must be signed �and the prime contractor. CO FRAf '-90 'S SIGNATURE AND DATE OWAER'S SIGNATURE AND DATE �.Aocwq (PLEASE PRINT) w ; "c MY COP'MlsSION # G(� 056 =�• �= EXPIRES January 20, 2021 90011 NOT KA RLA A GU COMMISSIOtJ # G "•�s,i�°: uary EXPIRES Jan29, LocalBusinessT,ax Recie`iopt Miami -Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY 00 7182705 LBT. 0 ry BUSINESS NAMEMOCATION RECEIPT NO. EXPIRES i PATIO DISTRICT THE RENEWAL SEPTEMBER 30, 2019 3305 NW 79TH AVE 7463294 Must be displayed at place of business DORAL FL 33122 Pursuant.to County Code Chapter 8A — Art. 9 & 10 :i N N o OWNER SEC. TYPE OF BUSINESS N MAPAVERS LLC 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED C/0 FREDDY OCHOA QUALIFlER CGC1525760 BY TAX COLLECTOR $45.00 08/14/2018 Worker(s) 5 CREDITCARD-18-061253 This Local Business Tax Receipt only ionrIM3 payment of the Local Business Tax. The Receipt Is not a license, permit, Ora certification of the holder's qualifications, to do business. Hold ermuit comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business The RECEIPT NO. above most be displayed on all commercial vehicles —Miami—Dade Code Sec as-276. For more information, visit www.miamidade.apylloxaollector c _ 0 rn Ln r` Ln v 0 m ACORi/ r l.-, CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDNYYY) 10/2/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER NAME: Claudia Sacasa Brown 6 Brown of Florida, Inc. PHONE (305)247-5121 IAJC No: (385)248-8543 dba T.R. Jones S Co. E-MAIL DRESS: esacasa@bbinsfl.com AD 1780 N Krome Ave INSURER(S) AFFORDING COVERAGE NAIC Y INSURERA:WeacO Insurance Company 25011 Homestead FL 33030 INSURED INSURER B INSURERC: London Commercial Distribution LLC, DBA: LUXAPATIO INSURERD: 3305 NW 79 AVE INSURER E : 1 INSURER F: Miami FL 33122 COVERAGES CERTIFICATE NUMBER:18-19 LIAB REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR LTR TYPE OF INSURANCE ADDL SUBA POLICY NUMBER (MMIDDNYYYI, POLICY EXP IMMIDDNYYY)LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS -MADE ❑X OCCUR OCCUR GE To IS occuDrtence $ 100,000 MED EXP (Any one person) $ 5,000 WPP1150445 03 7/10/2019 7/10/2019 PERSONAL B ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE E 2,000,000 X POLICY ❑ PRO- JECT ❑ LOC PRODUCTS - COMP/OP AGG $ 2,000,000 Heed h NonFOwned Auto Liability $ 1,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident E 1,000,000 BODILY INJURY (Per person) $ A ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS 11PP1150495 03 7/10/2018 7/10/2019 BODILY INJURY (Per accident) E NON -OWNED HIRED AUTOS X AUTOS PROPERTY DAMAGE Per accident $ E UMBRELLA LIAB HCLAIMS-MADE OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LUU3ILITY YIN PER O H- STATUTE ER E.L EACH ACCIDENT $ ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/ME.MBER FJCCLUDED? ❑ N / A E.L. DISEASE - EA EMPLOYEE $ (Mandatory in NH) K yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached i1 more space is required) CGC 1510863 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES 'VILLAGE BLDG DEPT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2ND AVE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORE, FL 33138 AUTHORIZED REPRESENTATIVE h _ A Lastre/CLASAC - ACORD 25 (2014101) INS025 (201401) ©1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ACCWO® CERTIFICATE OF LIABILITY INSURANCE DATE(ItRtWNYYY) W712018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE -CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER : ILEANA M ARMAS CONTINENTAL PROPERTY & CASUALTY INC PHONE (305) 207-7889 WcNo 12955 SW 42ND ST SUITE 5 SS:iarmas@continentalpac-corn ENSURERS AFFORDING COVERAGE NAIC A INSURER A: FWCJUA MIAMI FL 33175 INSURED LONDON COMMERCIAL DISTRIBUTION LLC ` 3305 NW 79 AVENUE INSURER B : INSURER C INSURER D : MIAMI FL 33122 INSURER E : INSURER F: FEIN:204141015 COVERAGES CERTIFICATE NUMBER: 1809070033 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED- NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE AOOLSUERicy 1WVD POLICY NUMBER ke,1T]D EXP LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR EACH OCCURRENCE $ PREMISES Ea occurrence _ $ MED EXP (Any one person) --- $ PERSONAL & ADV INJURY $ GEN`L AGGREGATE LIMIT APPLIES PER: POLICY ❑ TT LOC OTHER. GENERAL AGGREGATE S PRODUCTS - COMPiOP AGG $ AUTOMOBILE LIABILITY ANY AUTO &NNED SCHEDULED AUTOS OILY AUTOS HIRED NON-OWNEDDAMAGE$ AUTOS ONLY AUTOS ONLY NE SINGLE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) It $ UMBRELLA UAB EXCESS LIAR CL41MS-MADE EACH OCCURRENCE $ HOCCUR AGGREGATE $ DED RETENTIONS $ A WORKERS COMPENSATION AND EMPLOYERS, LIABILITY Y i N ANY PROPRIETO"ARTNERfEXECUTNIE OFFICERRAEMSEREXCLUDED? Y (Mandatory to NH) Ifyes describe under DESCRIPTION OF OPERATIONS bekhN NIA 6G457194 8/10/2018 8/10/2019 X T E.L. EACH ACCIDENT $ 100,000-00 E.L. DISEASE - EA EMPLOYE $ 100,000.00 E.L. DISEASE - POLICY LIMIT $ 500,000-00 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES (ACORD Itil, Additional Remarks Scttedtde, may be attached If more space Is required) CGC 1510863 C hKII CAIt HULUtK l.f4r7lr eF.tJll IV14 rMiami Shores Village Bldg, Dept- SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2ND AVENUE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN I ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES FL 33138 AUTHORIZED REPRESENTATIVE Phone Number: (305) 477-5141 1930-2U15 ACUKU UUMPUKAI IUN. Au rrgnts reserves. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD GEOTECHNICAL I ENVIRONMENTAL MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES ( DRILLING SERVICES ENGINEE YNRING CORP. WNA W DYNATECHENGINEERING.CONI Miami, August 16, 2018 Ms. Maria Sanchez THE PATIO DISTRICT 3305 NW 791h Avenue Miami, FL 33122 Re: Proposed Pool @ 1665 Northeast 104th Street Miami Shores, FL 33138 Dear Ms. Sanchez: Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) completed a Subsoil Investigation on August 16, 2018, at the above referenced project. The purpose of our investigation was to help determine subsoil conditions relative to foundation design of the proposed pool. A total of (2) standard penetration boring tests were performed according to ASTM-D 1586 down to an average depth of 35' 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" 1 %0" Description Topsoil 1 %0" 2%0" Tan medium sand 2'-0" 7'-0" Tan medium sand w/rock fragments 7'-0" 12'-0" Brown silt w/peat traces 12'-0" 35'-0" Tan medium sand w/rock fragments Groundwater was measured immediately at the completion of each boring and was found at an average depth of approximately 4'-6" 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. Dewatering for pile caps is expected. 750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM `, EC Re: 1665 Northeast 104"' Street, Miami Shores, FL Based on our understanding of the proposed structure the client's request and our field boring logs; deep foundation systems are needed to support the proposed structures and slabs without detrimental settlement. Alternatives Approximate Pile Capacity Pile Capacity Allowable Pile Foundation Pile Depth Size in Tons in Tons Lateral Capacity B.E.L.S. Compression Tension in Tons Pin Piles / push piers 25' BELS 3"0 sch.80 5 Tons 1 Ton N/A Helical Piles 25' BELS 3" 0 sch.80 10 Tons 5 Tons N/A Auger Cast Piles 25' BELS 12" Q 25 Tons 12 Tons 1 Ton Auger Cast Piles 25' BELS 14" 0 35 Tons 15 Tons 2 Tons B.L.L.S.: Below Existing Land Surface. Pile lengths will vary (increase or decrease) depending on actual subsurface conditions. Existing land elevation was not provided to us at this time; the estimated pile length will depend on proposed surface elevations and grades. Pile length will need to be adjusted accordingly once final designs are complete. Predrilling, pre punch may be required due to hard rock. For computer structural modeling of the building foundation system initial vertical spring constants of 500 Kpi for compression and 250 Kpi for tension may be used. The vertical spring constant values is the work pile load divided by estimated pile settlement and is based on our experience and review of available pile load tests data and settlement estimates in similar subsurface conditions and shall be refined as the structural model is developed. 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 or specialty cutting heads may be required to achieve design depths. All helical piles manufacturers and installers must be in compliance with acceptance criteria AC 358 to establish system capacities. 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.). 2 750 WEST 847H STREET. HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFO@DYNATECHENGINEERING.COM l EC Re: 1665 Northeast 10411' Street, Miami Shores, FL 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. 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; 15c 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 4 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. All excavation shoring must be designed and inspected by a 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 1/2 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 F( Re: 1665 Northeast 1041h Street, Miami Shores, FL This report was prepared in compliance with the 2017 Florida Building Code, 61h edition. Site elevations were not provided to us for the test locations. Depths reported on the field boring logs represent the depth below existing ground surface as they existed on the date of drilling. In the event of subsequent filling, excavations or site work, the reported depths must be adjusted to represent proper depths. The boring log (s) attached present (s) a detailed description of the soils encountered at test location (s). The soil stratification shown on the boring log (s) is based on the examination of the recovered soil samples and interpretation of the driller's field log (s). It indicates only the approximate boundaries between 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; 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. In the event, changes, challenges and other value engineering opportunities occur without our knowledge, our recommendations may become compromised and geotechnical related issues may be misconstrued. Therefore, all geotechnical work shall be performed under our supervision to verify compliance with the intent of our recommendations. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours,'4 UA Wissam Naamani, P. E. .F DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 t. Special Inspector No. 757 Certificate of Authorization No.: CA 5491 4 750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM ` _ Eq TEST BORING REPORT DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : THE PATIO DISTRICT DATE: August 16, 2018 PROJECT : Proposed Pool (a�. HOLE NO.: B-1 ADDRESS : 1665 Northeast 1041h Street, Miami Shores, FL. DRILLER: A. S. LOCATION : See attached sketch HAMMER DESCRIPTION OF MATERIALS Depth BLOWS ON "N" SAMPLER 2 Hand H 4 3 6 12 0'-0" to 0'-6" TOPSOIL AND GRASS 6 8 6 8 6 11 0'-6" to P-0" DARK BBROWN MEDIUM SAND W/ORGANIC STAIN 5 15 8 6 4 5 1'-0" to 2'-0" TAN MEDIUM SAND I 1 10 1 1 2 2'-0" to 7'-0" TAN MEDIUM SAND W/ROCK FRAGMENTS 1 1 12 A A 7'-0" to 12'-0" BROWN SILT W/PEAT TRACES 14 A A 12'-0" to 15'-0" TAN SANDY LIMEROCK 16 A A 15'-0" to 20'-0" TAN VERY SANDY LIMEROCK 18 11 9 17 20'-0" to 26'-0" TAN SANDY LIMEROCK 8 9 20 A A 26'-0" to 29'-0" TAN MEDIUM SAND W/ROCK FRAGMENTS 22 A A 29'-0" to 30'-0" TAN SANDY LIMEROCK 24 16 15 31 30'-0" to 34'-0" TAN MEDIUM SAND W/ROCK FRAGMENTS 16 18 26 11 11 21 34'-0" to 35'-0" TAN VERY SANDY LIMEROCK 10 10 28 A A 30 A A 32 A A 34 3 3 9 6 5 36 11 9 38 Water Level: 4'-6" 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. / 750 EST 84TH STREET. HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM l WEC DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : THE PATIO DISTRICT DATE: August 16, 2018 PROJECT : Proposed Pool @ HOLE NO.: B-2 ADDRESS : 1665 Northeast 1041h Street, Miami Shores, FL. DRILLER: A. S. LOCATION : See attached sketch HAMMER DESCRIPTION OF MATERIALS Depth BLOWS ON "N" SAMPLER 2 Hand H 4 2 5 10 0'4' to 0'-6" TOPSOIL AND GRASS 5 4 6 6 6 10 0'-6" to 2'-0" TAN MEDIUM SAND 4 4 8 6 1 2 2'-0" to 6'-6" TAN MEDIUM SAND W/ROCK FRAGMENTS 1 I 10 1 1 2 6'-6" to 12%0" BROWN SILT W/PEAT TRACES 1 1 12 A A 12'-0" to 13'-0" TAN MEDIUM SAND W/ROCK FRAGMENTS 14 A A 13'-0" to 16'-0" TAN SANDY LIMEROCK 16 A A 16'-0" to 18'-0" TAN VERY SANDY LIMEROCK 18 10 10 21 18'-0" to 26'-0" TAN SANDY LIMEROCK 11 9 20 A A 26'-0" to 29'-0" TAN MEDIUM SAND W/ROCK FRAGMENTS 22 A A 29'-0" to 30'-0" TAN SANDY LIMEROCK 24 16 18 37 30%0" to 35'-0" TAN MEDIUM SAND W/ROCK FRAGMENTS 19 18 26 12 9 17 8 9 28 A A 30 A A 32 A A 34 6 6 10 4 5 36 6 6 38 Water Level: 4'-6" 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.. IiAND AUGER; A: HOLLOW STEM AUGER; R: REFUSAL. 6 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM A SITE PLAN 8 : Boring Test Location DYNATECH ENGINEERING CORP. Client: The Patio Distric Project: 1665 NE 104 Street, Miami, FL 33138 N Scale: N.T.S. Date: August 16, 2018 GENERAL NOTES Soil borings on unmarked vacant property should be considered preliminary with further boring(s) to be drilled after building pad(s) are staked out. Soil borings on existing structures that are to be demolished should be considered preliminary and additional borings would need to be performed after the structure(s) has been demolished and proposed new building staked out. As a mutual protection to clients, the public and ourselves, all reports are submitted as confidential property of clients, a authorization for publication of statements, conclusions, extracts from or regarding our reports is reserved pending our written approval. KEY CLASSIFICATION & SYMBOLS Correlation of Penetration Resistance With Relative Density and Consistency 1 Cone Penetration Standard' Tests Penetration /cm3 lows/ft. Sands 0-16 0-4 17-40 5-10 41-80 11-20 81-120 21-30 Over 120 31-50 Silts & Clay 0-3 4-9 10-17 18-31 32-60 Over 60 0-2 3-4 5-8 9-15 16-30 31-50 Relative Density Very Loose Loose Firm Very Firm Dense Very Loose Soft F irm Stiff Very Stiff Hard Particle Size Boulders > 12 in. Cobble 3 in. to 1 in. Gravel 4.76 mm to 3in. Sand 0.07 mm to 4.67 mm. Silt 0.005 mm. to 0.074 mm Clay < 0.005 mm Modifiers 5% - 10 % Slightly Silty or Clayey 10%.- 30% Silty or Clayey 301/o- 50% Very.Silty or Very Clayt 0% - 5% Slightly Trace 6% - 10% Trace l l% - 20% Little 21% - 35% Some > 3 5% And Rock Hardness Description Soft Rock core crumbles when handled Medium Can break with your hands. Moderate Hard Thin edges or rock core can be broken with fingers Hard Thin edges or rock core cannot be broken with fingers Very Hard Rock core rings when struck with hammer (cherts) 3931 SW 47 Ave. 4104 Davie, Fl. 33314 Tel: 954-584-6115 E-mail: rcoletto@,soilprobe.net December 5, 2019 American Foundation, Inc. 10780 NW 138th St. #D6 Hialeah Gardens, FL 330 RE: Pile Installation Certification Proposed Pool 1665 NE 104th St. Miami Shores, FL Soilprobe Engineering & Testing, Inc. has completed field observation of auger cast piles installation for the above referenced project. Piling operation was conducted by American Foundation corresponding to the date of November 21, 2019 and installation witnessed by a representative of this office. The purpose of this site inspections was to observe and document pile installation operation only. A total number of seven (07) piles were placed at locations staked in the field by the owner's representative and to depths as indicated in the attached field inspection log. Pile installation data for each pile are presented in the attached field installation log. Following our observation of pile installation operation at the scheduled time, and our knowledge of project documents we certify that the referenced piles were adequately installed for achieving an allowable bearing capacity of 35 tons compression and 15 tons tension. Sincerely, Soilpro.trngineering &Testing, Inc. o 37334 Enc. Pile installation logs L ocation sketch SOILPROBE ENGINEERING AND TESTING, INC. 14" Auger Cast Pile Log Contractor: J.E. PRESTI CONSTRUCTION CORP Grout Spec's PROJECT: PROPOSED POOL Load Bearing (tons) Logged By: JP 5000 psi SOILPROBE ENGINEERING & 35 comp TESTING, INC. ADDRESS: 1665 NE 104th St Misc. Info: Engineers Sign and Seal: 15 tension CITY: Miami Shores, FL Field Notes: �- Steel Spec's: 6#5's with #3 ties @12" and 1#7 center bar Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Pump Strokes Actual Grout Amt. C.Y. Grout Factor Kips comp tension Date: November 21, 2019 Notes 1 1 1:35 25 1.00 35 1.51 1.51 70 30 Start 10:01 Arrived 9:10 2 2 1:48 25 1.00 36 1.55 1.55 70 30 OZINGA #1960 Test taken 9 cy 3 3 1 1:31 25 1.00 34 1.46 1.46 70 30 4 4 1:40 25 1.00 35 1.51 1.51 70 30 5 5 1:39 25 1.00 38 1.63 1.63 70 30 6 6 1:42 25 1.00 1 35 1.51 1.51 70 30 7 7 1:46 25 1.00 37 1.59 1.59 70 30 Stop 11:00 Start 12:05 8 OZINGA #1766 Arrived 11:48 9 Stop 11:25 2cy 10 11 12 13 14 15 16 17 18 19 20 Pag.: 1/1 MAP OF BOUNDARY_ - ---_ - 1 DRAINAGE CANAL Sti�•/EY•• BISCAYNE 75 PIW LO • EW .-4WOOD • w • • w • MOORING ♦ •• • • J • • p • � 1 • • • ! • • - 2.9 CONE. SEAWALL 1 P. _ DOCK y • • • s •'� • Ic,_.- ,..WOOD a _ •• • •T t • •• .. - FD •• •s•• :•wa•• FD 74 is _ o{{dj 3.8' w 18.9' °' 12.59 c 01 f t • •w• • 2.4V 5 16.3' 1 POOL 00 > s • t • • • • • • s.d. - 25.1' • • PE rn - 12.36 •• wrcw 10.2' ••••,.f qIC LOT 21 - - -- - - (n N _ _ < 5 - BLOCK 3 A/C 30.8' 9.76 N 4.5' 0 Z G _ N ONE STORY CBS M LOT20 BLOCK 3 o /`-i 1 • _'� - • V v I"�� V Q PROPANE TANK RES. # 1665 $ � _ O IP P�'�tG!`tiEL3 DATEkjo C°iy ONING DEPT I a � ?o LD II DEPT [UI1JI CT TO COMPLIANCE WITH ALL FEDERAL IAFF AND COUNTY RULES AND REGULATIONS FIP 1/2• NO ID 34.8' 1a.z ' � 5.8'cq O 5.8' MARBLE SLABS 150.00'(R) 150.09, (M) F/P NO ID NO D 10.4' END OF 4' SWK SWK 87 A N/ _ 4- - NE 104th STREET 50' RIW O p„Vv 9y, .. 19.4 (!\Q O SNQ R=,, 51.16' ONO L I. W po5 6013'44 25.00' I o CHB CH,g1 431 wry Q ASPHALT Po e PAVEMENT 17°01'54"E (D NORTH SCALE: 1 "=20' LOT 22 BLOCK 3 RECEIVE SIP 1 6 2020 LEGEND ABBREVIATIONS: A -ARC DISTANCE A/C • AIR CONDITIONER PAD JUIR111DAIE DF AUTHORIZA➢ON A LB-7104 AE• ACCESSEASEMENT BLDG• BUILDING suarez surveying 8. mapping, inc. BM •BENCHMARK 15190 SIN 136th Street, Suite 20, Miami, Florida 33196 BOB. BASIS ETEBLOCK& Tel: 305.596.1799 Fax: 305.596.1886 F BEARINGS CBS • CONCRETE BLOCK &STUCCO (C)•CALCULATED www.suarersurveyingcom C •CHORD CB • CATCH BASIN PLAT IMAGE: CHS -CHORD BEARING C&G -CURB&GUTTER NOT TO SCALE CUP •CHAINUNKFENCE COIL - COLUMN CONC - CONCRETE DE -DRAINAGE EASEMENT DME • DRAINAGE & MAINTENANCE EASEMENT DAN • DRIVE -WAY - EAS • EASEMENT - ENC.-ENCROACHMENT E W • EDGE OF WATER FDH - FOUND DRILL HOLE FF • RNSHED FLOOR ELEVATION ME •FOUNDIRONPIPE MR •FOUND I RON ROD FIN - FOUND NAIL (VOID) END • FOUND NAIL &DISK FPL - FLORIDA POWER & UGHT TRANSFORMER PAD L-CURVE LENGTH �- LE • LANDSCAPE EASEMENT (M) -MEASURED MDCR•MIAMI-DARE COUNTY RECORDS MH -MANHOLE-- ML-MONUMENT LINE CIS • OFF -SET ' (P) • P AT PB - PUT BOOK PROPERTY ADDRESS: PPC OP•P• P OFC ENT OF CURVATURE PERMANENT CONTROL PUNT 1665 NE 104TH STREET, MIAMI SHORES, FLORIDA 33138 PE • POOL EQUIPMENT PAD LEGAL DESCRIPTION: PG •PAGE LOT 21, BLOCK 3, RIVER BAY PARK ADDITION, ACCORDING TO THE PLAT THEREOF, PI • PDINTOF INTERSECTION PK• PARKER KAELON(SURVEY NAIL) AS RECORDED IN PLAT BOOK 40, PAGE 72, OF THE PUBLIC RECORDS 0, PL •PLANTER MIAMI-DADE COUNTY, FLORIDA. POS • POINT OF BEGINNING SURVEYOR'S NOTES: POD • POINT OF COMMENCEMENT PRO • POINT OF REVERSE CURVATURE 1. ELEVATIONS WHEN SHOWN REFER TO 1929 NATIONAL GEODETIC VERTICAL DATUN PRM• PERMANENT REFERENCE MONUMENT (NGVD 1929). PT • POINT OF TANGENCY 2. NO ATTEMPT WAS MADE TO LOCATE FODTINGS/FOUNDATIONS, OR UNDERGROUND R •RADIUS DISTANCE UTILITIES UNLESS OTHERWISE NOTED- (R) •RECORD 3. THE LANDS SHOWN HEREON HAVE NOT BEEN ABSTRACTED IN REGARDS TO RN/ BIGHT OF WAY MATTERS OF INTEREST BY OTHER PARTIES, SUCH AS EASEMENTS, RIGHTS OF WAYS. RES. • RESIDENCE RESERVATIONS, ETC. ONLY PLATTED EASEMENTS ARE SHOWN. SIP -SET IRON PIPE 4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED SND•SET NAIL &USK(FRI HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE. STL• SURVEY TIE UNE 5. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SWK- SIDE WALK SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE (TYP)•TYPICAL SIGNING PARTY OR PARTIES. US •UTIUTY BOX 5. IMPROVEMENTS SHOWN HAVE BEEN MEASURED TO THE NEAREST 10TH OF A FOOT. • UTI'IES SHOWN HAVE BEEN MEASURED TO THE NEAREST 100TH OF A FOOT UE UTIUTY EASEMENT . UE FENCE ELEVATIONS WHEN SHOWN HAVE BEEN MEASURED TO NEAREST 100TH OF A FOOT ON WIVE- WALL MAINTENANCE EASEMENT HARD SURFACES AND NEAREST TENTH OF A FOOT FOR GROUND OR SOD SURFACES SYMBOLS: T. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED LBI 7104. e. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGA. CENTER LINE TELEPHONE FIBER DESCRIPTION PROVIDED BY CLIENT OR ITS REPRESENTATIVE. ® •CABLE TV RISER 9. FENCE OWNERSHIP NOT DETERMINED. ' • WATER VALVE ® • WATER METER 10. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN, THE SOUTH DINE OF ®XB00 -ELEVATION L CURB OT 21 HAS BEEN ASSIGNED A BEARING OF 5 87'01'54" W. •11. TYPE OF SURVEY: BOUNDARY (003 •ORIGINAL LOT DISTANCE H - FIRE HYDRANT & • CENTRAL ANGLE `0, • UTIUTY POLE I • LIGHT POLE O • DRAINAGE MANHOLE ® •CATCH BASIN QS -SEWER HAND HOLE •METAL FENCE �D -ENCROACHMENT# • WOOD FENCE c • ANCHOR •CHAIN LINK FENCE - - • OVERHEAD UTILITY WIRE SURFACES. El M M El CERTIFIED TO: ASPHALT CONCRETE PAVERS BUILDING HEC-OR LONDONO LLLLLL � MARIA SANCHEZ LLLLLL Rp LLLLLL LLLLLL LLLLLL TILES WOOD COVER R=VISION(S): SURVEYOR'S CERTIFICATE. - HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND DATE OF SURVEY. BELIEF AS RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE STANDARDS OF 0813112020 �RACTICE SET FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5„-17 JOB Jf. 2008JI486 =LORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE. �y juan A. D19nNlr ,. Eylua^A I— . FILE #' C-21593 SF:A6.,.ay.9^.ebyJ A LI No.L%no AUTHENTIC COPIES OF THIS .Juan A. s•a,�.N.m,.N" DN: rus..-B..,m,l_MIAm�. PROJECT NAME: SURVEY SHALL BEAR THE orvous,:�=rlw�aa`IIW a rez°=F•Olssional Survero.a^e ORIGINAL SIGNATURE AND �°'°••�°^4wre.rm a^a / MapR...°-s°area s•.a.y,^y a^ SURVEYS 2020 Suarez) m.PP...°=s°...ssa ^x' CAD FILE(M): LDNDONO RAISED SEAL OF THE a^a NaRRmy, m... l Ce�Upwn:Pn°. Lsszzo, ATTESTING REGISTERED License sm"_'L,,,,;,sey,^63 FESSIONAL ';URV `'rm9iiFi'�,'i;`kgmatl' PARTY CHIEF. MANOLY SURVEY OR AND MAPPER "___ m o 6T220O LORIDA.Uraw2o SHEET I OF 1 �SNF'u,�LL Miami Shores Village Building Department 10060 NE 2"d Ave. A Miami Shores, FL 331380 P 306-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by Omelio Cardoso to perform special inspector services under the Florida Building Code 51h Edition (2014) and Miami Dade County Administrative Code at the U1655 N.E. L KV Street project on the below listed structure as of 11/2111/2018 (date). I am a registered arch itecilprofessional engineer licensed in the State of Florida. Process Number: ...,.. _ Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) . • . , , ' „.' ... , ; , Miami Dade County Administrative Code, Article 11 Section 8.22 Special Inspector for _ .... .... . . _ Trusses > 35 ft, long or 6 ft. high ...,,, •, „, •, • • • Steel Framing and Connections welded or bolted . _ •00000 .. .. .. .. % Soil Compaction ...... • Precast Attachments • • • • • • • _ Roofing Applications, Lt. Weight. Insul. Conc. . .,.... X Other Pile Inspeettilon • • • Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* I. Wissatn S. Naamani, P.E. 2_ 3. 4, *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include lieensure 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 Fundamentals Examination; or registration as building inspector or general contractor. 1 (we) will notify the Miami Shores 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 Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approv IA -off IM s ,, ' a Engineer/Architect 01� f _qssam S. Naamani, P.E. Lic. 39584 Signed and Sealed —�l ` °° Print Date: November 21, 2018 �; No. 39584ddr%4s?7-t West 84 Street, Hialeah, FL 33014 R)L ECH ENGINEERING CORP. 0 STATE OF �It r4 MAP OF BOUNDARY SURVEY 1. Property address: BISCAYNE DRAINAGE CANAL r 1665 NE 104 Street F1415:15117 to 3 is zo zz City: Miami Shores NE , 411, STREET 24 w County: Miami -Dade State: Florida Zip Code: 33138 16 t7 18 19 20 4 21 22 23 Folio # 11-2232-032-0200 LOCATION SKETCH SUBJECT PROPERTY NOT TO SCALE SURVEYOR'S REPORT: 1. MAP OF BOUNDARY SURVEY, Fieldwork date of data acquisition: July 5th, 2018. 2. LEGAL DESCRIPTION: • • • • • ••.. Lot 21, Block 3, RIVER —BAY PARK ADDITION, according to the plat thereof, as recorded ira.P.lpf Book 4Q,'apt Page 7'L, of the Public Records of Miami —Dade County, Florida. ...:.. 0000:1 3. AREA: •... . •..... ..... Containing 8,490 Square Feet or 0.19 Acres more or less by calculations. " •• •..••• •�"• ...... ...... 4.ACCURACY: •• �•••�� •�•��� The accuracy obtained by measurement and calculations of a closed geometric figure was found V%xseed tI�S•••� requirement. Suburban: Linear 1 foot in 7,500 feet. •• • 5. DATA OF SOURCES: HORIZONTAL CONTROL: —The Legal Description was furnished by client. —North Arrow as per Plat Book 40, Page 72, of the Public Records of Miami —Dade County, Florida. 6. FLOOD INFORMATION: By scale determination this property is located in Flood Zone AE, Base Flood Elevation 10 feet as per Federal Emergency Management Agency (FEMA), NFIP Community Name: Village of Miami Shores, Community Number 120652, Map/Panel Number 12086C0306, Suffix L, FIRM Panel Effective/Revised Date 09-11-2009. 7. LIMITATIONS: No research was made for other instruments than the existing in the plat and provided by client. No determination was made as to how the site can be served with utilities. Fences and walls ownership by visual means only; legal ownership not determined. No underground utilities and/or structures(foundations) was located within or abutting the Subject property. This Survey is not intended for design or construction purposes. For those purposes a Topographic Survey is required. SURVEYOR'S CERTIFICATION: I certify: This Map of Boundary Survey meets all applicable requirements of the Florida Minimum Technical Standards as contained Chapter 5J-17. Unless indicated to the contrary, the measured distance and directions shown on the Map of Boundary Survey are the some as the deed distances and directions. Not valid without the signature and the original raised seal of Florida Licensed Surveyor and Mapper. Additions or deletions to Map of Boundary Survey by other than signing party or parties is prohibited without written consent of the signing party or parties. This Survey Map and Report are not full and complete without the other. ORDERED BY: CERTIFY TO: ROXANA MIRABAL, P.A. 3650 N.W. 82nd Avenue, PH 505 HECTOR LONDONO AND MARIA SANCHEZ Doral, Florida 33166 BANK OF AMERICA, N.A. ISAOA OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY P.H.: (305)593-2011 ROXANA MIRABAL, P.A. FormTech Seal: r s « .' ' Job # 18-07004 Land Surveying, Inc. w.�,.� r State of Florida LB # 7980 07 -2018 12209 S.W. 129th Court, Miami, Florida, 33186 Date: Ph: (786)429-3034 (786)443-0285 (786)443-0678 Eu enia L. Formoso, P.S.M. www.formtechsu(veyors.com email: info@formtechsurveyors.com State of Florida LS # 6660 Page 1 of 2 MAP OF BOUNDARY SURVEY BISCAYNE DRAINAGE CANAL (75' TOTAL R/W) WATER AT THE FACE OF _\ 29.8 n THE VERTICAL BULKHEAD LIFTS - N CONC. SEAWALL! FOUND I.R.01�2 NjJ N J}rFOUNDR.01/2'(NO I) 0 P/LSOD ` %5.00o" x 001, QO STAIRS CP1 ;r o m z_ w Uj ¢z a x 9.8 w COVERED Y TERRACE Ln z O ® ' ------ 10.1 ' O A/C .••• L0 GAS....... .�: .:. {{•• •••{•. •::: ' TANK 14"'.... •' .. •.. oes x x /,mot 4.6 :::: Y •; ... •• ••... • ..... t L / / • • • • t • f ..... • • * ... • { i • CONC. SLAB • 9 } SV CL. FOUND I.P.01/2" SOD (NO ID.) LLL P� V� CONCRETE A' VE- N ... FOUND I.P.01/2" oQ _ 150.00' (NO ID.) R/W 5.Qo' ® FOUND`M01/2" a� 01 (NO ID.) FND. I.P.01/2" SIDEWALK :. ® (NO ID.) (NO ID.) BLOCK CORNER \ / N A=32.80' •000o o R=32.50' 6=57.49'38" (50' 'TOTAL R/W) ASPHALT PAVEMENT N.E. 104th STREET This Survey Map and Report are not full and complete without the other. Encroachments and other points of interest: —None visible. A Arc ABBREVIATIONS & LEGEND —x—x— Chain Link Fence Pg. page FND Found R/W Right —of —Way MN Unknown Manhole � Fire Hydrant —��—Wood Fence U.E. Utility Easement Center Line Q Sewer Manhole E Electric Box Metal or plastic IP Iron Pipe Monument Line T Telephone Manhole ® �1 � P LP Light Pole Fence ❑uL —Overhead IR Iron Rebar Temporary wM N&D Nail & Disc TBM Benchmark ® Water Meter �Q, Utility Pole Utility line COL. Column PWY Parkway D4 Water Valve CLP Concrete Light Pole W/P Water Pump ■ O� + Sot Elevation p P.B. PLat Book ENC Encroachment ® Catch basin O Property Corner FormTech Scole: 1 " = 20' Job # 18-0700 Date: 07-05-2018 Land Surveying, Inc. State of Florida L8 # 7980 0' 10' 20' 12209 S.W. 129th Court, Miami, Florida, 33186 GRAPHIC SCALE 40' Ph:(786)429-3034 (786)443-0285 (786)443-0678 " _ www.formtechsurveyors.com email:info@formtechsurveyors.com Page 2 of 2 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Feder.al Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: HECTOR LONDONO AND MARIA SANCHEZ A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number. Box No. 1665 NE 104 STREET City State ZIP Code Miami Shores Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 21, Block 3, RIVER BAY PARK ADDITION, P.B. 40, PG. 72, Miami -Dade County, Florida. Folio # 11-2232-032-0200 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5, Latitude/Longitude: Lat. N 25°52'16.90" Long. W 80°09'55.65" Horizontal Datum: A( ADS 927 ��x NAD 19830••. .. • A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurancL9.•'; • • • • • • • A7. Building Diagram Number 3 .... • • • • • A8. For a building with a crawlspace or enclosure(s): • • • • • • • • ...... .... a) Square footage of crawlspace or enclosure(s) 2,010 sq ft ..'..' • b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above aiacen1rade 11 • c) Total net area of flood openings in A8.b 1,591 sq in • d) Engineered flood openings? ❑ Yes X No • A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes x❑ No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State Village of Miami Shores, 120652 Miami -Dade Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 12086CO306 L 09-11-2009 09-11-2009 AE 10 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑X NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1665-NE 104 STREET City State ZIP Code Company NAIC Number Miami Shores Florida 33138 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings` ❑ Building Under Construction' ❑x Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: B-26-RA ELEV.:17.23' Vertical Datum: N.G.V.D. 1929 Indicate elevation datum used for the elevations in items a) through h) below. ❑X NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. ` a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 8. 32 X❑ feet .❑ ryeters b) Top of the next higher floor 8 . 89 : .feet G ❑ meters .... c) Bottom of the lowest horizontal structural member (V Zones only) NSA sees. ... �], feet ' U"Llters . d) Attached garage (top of slab) NSA . "' g feet ❑.meters e) Lowest elevation of machinery or equipment servicing the building 5 . 52 ' �( feet • T*T meters ' (Describe type of equipment and location in Comments) G • • • • f) Lowest adjacent (finished) grade next to building (LAG) 5. 0 feet ;'Q ?meters • • g) Highest adjacent (finished) grade next to building (HAG) 7. 4 feet 0 meters • .Goes h) Lowest adjacent grade at lowest elevation of deck or stairs, including NSA . C feet ;' ©'meters structural support '..' ' SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION • • • This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. i certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑X Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number EUGENIA L. FORMOSO LS 6660 Title PROFESSIONAL SURVEYOR AND MAPPER P Company Name FORMTECH LAND SURVEYING INC. HERE 07-05-2018 Address 12209 S.W. 129 COURT LS # 6660 City State ZIP Code MIAMI Florida 33186 Signature Date Telephone 07-05-2018 (786)429-3034 Copy all pages of is Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (i uding type of equipment and location, per C2(e), if applicable) 2C a) Lowest Floor Elevation (main door): 8.32' b) Next Higher Floor (rear door):8.89' Right side of the House F.F.E.: 9.47' e) A/C pad elevation: (Right Side):5.52' Horizontal Collection Method used for Latitude and Longitude: GLOBAL POSITIONING SYSTEM (GPS) DEVICE. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number. 1665 NE 104 STREET City State ZIP Code Company NAIC Number Miami Shores Florida 33138 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in :...; the diagrams) of the building is ❑ feet ❑ meters f abSye or ❑ below the HA& • • •..• E3. Attached garage (top of slab) is ❑ feet ❑ meters above or n"91v the H E4. Top of platform of machinery and/or equipment �� ' servicing the building is ❑ feet ❑ meters C� �f:ove or © b8lbW the t-tAG.• • E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accord.0r� smith thecomn;unity's �; • • floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this,informalibMlrl Sectio%L ,, go •....• • SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICAINON . . • • • 0 The property owner or owner's authorized representative who completes Sections A, B, and E for Zone'q �'Rlt put a FEMA-issued or.... community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best o>:r i�Aowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1665•NE 104 STREET City State ZIP Code Company NAIC Number Miami Shores Florida 33138 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. :00 • G4. Permit Number G5. Date Permit Issued G6. Date e�rtificate of • • • • • Compliance/Occupant? "s ed G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement •' •' • • • • • • .... G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation: Local Official's Name Community Name Title Telephone Comments (including type of equipment and location, per C2(e), if applicable) ...... .. .. ❑ feet ❑.r&1QteS% •. Datum E]feet E�metars Datw*m....•. ..... .. . .. . ..... • ❑ feet ❑ meters Daturrr • • • ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Exoiration Date: November 30 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 166+ NE 104 STREET City State ZIP Code Company NAIC Number Miami Shores Florida 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken, "Front View" and "Rear View", andif required, "Right Side View" and ''Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. sees .••• . ...... • • • 09000 *sees* • ssess e•ess ssoeee asses e • e Photo One Photo One Caption FRONT SIDE VIEW 07-05-2018 Photo Two Photo Two Caption REAR SIDE VIEW 07-05-2018 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit. Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1665•NE 104 STREET City State ZIP Code Company NAIC Number Miami Shores Florida 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View"; and; if required, 'Right Side View" and "Left Side View." When applicable; photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. f z i t • • Photo One Photo One Caption MAIN DOOR DETAIL (LEFT SIDE VIEW) 07-05-2018 -ti f- �i i I Photo Two Photo Two Caption AC DETAIL (RIGHT SIDE VIEW) 07-05-2018 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 4 CALCULATIONS Project: SWIMMING POOL • ..... . Owner: HECTOR LONDONO & MARIA SANCHEZ RESI-DUNCE.... •• • Address: 1665 NE 104 ST, MIAMI SHORE, FL 33138=26'87 ;•••,; •••• •••• ••••• •••••• • • ••••• •• •• • •••••• • • • • • •••••• DESCRIPTION PAGES Calculations 1-9 Designer: ALEJANDRO MAULINI Lic. No 82545 State of Florida Address: 13342 SW 152ID STREET, Suite 2708, Miami, Florida 33177 i-Ft -c 1 Uo �a c t. v 1 , r:to L� u9�.tla2. trr ter ; 1a t tvKf•. 1,S4 I'Loou, �o&c4 ' T . S . v® ` .t "-�' :. -LpQ oA- cpPuaw t-e. bevz-As�: b.10 4sti Es -a pta- x <z- CO .<' Pr Y. kot-q � bowmvAeo, %h ...... .... �zz;ct•'�,,;• �4 • • • • • tto s : Zfvs VT'^ o-8a - x ljD � 0 pr. NSD �ts� 't�► —� i aw : €L u=—. w61 NoT C�o1��`�S`f1.lA� wiU, er:r ca - L)CQ tZI;:0 p D JiE �J4 oca W ALA xxo 4-4 -cp cw ...... 000 . ...... .. . .... . . foe* 060..... . . . . .... ........ . �c►...... 000006 ze""W'W" . a• tis 2. . . Zi via%,,. w IE&ftwea+- atMf? 2-,r usi M- e ' . tisF �S" e�sc•. wsc,e.. �'t��2t� a�}�-�-� f3�� ©• C.. is Q 6l tam \OA L ..- Sw,- 3kA$ I.At ZOLAttw tvi %LAPJ . te3kwA-f C.c- W R W" S . ►:�u= O cot$ V. co 116 C\--)aft 16 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Concrete Beam Description : Pool Wall Calculatins. Pool Empty Title: HECTOR LONDONO Dsgnr: ALEJANDRO MAULINI Project Desc.: Swimming Pool Calculations Project Notes: ,Aleiandromaulin'Uobsyob ready to gokisb Material Properties fc 112 = * 5.0 ksi Phi Values Flexure 0.90 fr = fc 7.50 = 530.33 psi Shear: 0.750 1V Density = 150.0 pcf 01 = 0.80 k LtWt Factor = 1.0 Elastic Modulus = 3,122.0 ksi Fy - Stirrups 40.0 ksi fy - Main Reber = 60.0 ksi E - Stirrups = 29,000.0 ksi E - Main Rebar = 29,000.0 ksi Stirrup Bar Size # = # 3 Number of Resisting Legs Per Stirrup = 2 Load Combination 2006 IBC & ASCE 7-05 24"wx8"h Span=5.0 ft Cross Section & Reinforcing Details Rectangular Section, Width = 24.0 in, Height = 8.0 in Span #1 Reinforcing.... 344 at 4.0 in from Top, from 0.0 to 5.0 ft in this span Calculations Job # Printed 14 SEP 2018, I NOPM 6e1CALCUWI0NS1ENERCALC Data FihW izoso wall.ee6 ENERCALC, INC.1983-2011, Buikl:6.11.6.23, Ver:6.11.6.23 ACI 318-08, IBC 2009, CBC 2010, ASCE 7-05 24 in • • • •••• •••••• • • Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : L = 0.050 ksf, Tributary Width = 2.0 ft Varying Uniform Load : L(S,E) = 0.07860->0.0 ksf, Extent = 0.0 ->> 5.0 ft, Trib Width = 2.0 ft, (EARTH) Varying Uniform Load: L(S,E) = 0.3120-4.0 ksf, Extent = 0.0 ->> 5.0 ft, Trib Width = 2.0 ft, (WATER) DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.989: 1 Maximum Deflection Section used for this span Typical Section Max Downward L+Lr+S Deflection 0.013 in Ratio = 9216 Mu: Applied -10.208 k-ft Max Upward L+Lr+S Deflection 0.000 in Ratio = 0 <360 Mn * Phi: Allowable 10.324 k-ft Max Downward Total Deflection 0.021 in Ratio = 5590 Load Combination +1.20D+0.50Lr+1.60L+1.60H Max Upward Total Deflection 0.000 in Ratio = 999 <180 Location of maximum on span 0.000ft Span # where maximum occurs Span # 1 Vertical Reactions - Unfactored Support notation : Far left Is #1 Load Combination Support 1 Support 2 Overall MAXimum 3.453 D Only 1.000 L Only 2.453 D+L 3.453 Shear Stirrup Requirements Entire Beam Span Length: PhiVc12 < Vu - PhiVc, Req'd Vs = Not Regd 11.5.6.1, use stirrups spaced at 0.000 in Maximum Forces & Stresses for Load_ Combinations Load Combination Location (ft) Bending Stress Results (k-ft) ------ - --------------------------- - - -- - - . Segment Length Span # in Span Mu: Max phi*Mnx Stress Ratio MAXimum BENDING Envelope ---- ---- - - -- - - ---- - -- Span # 1 1 -10.21 10.32 0.99 +1.40D Span # 1 1 -3.50 10.32 0.34 +1.20D+0.50Lr+1.60L+1.60H Span # 1 1 -10.21 10.32 0.99 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Concrete Beam Description : Pool Wall Calculatins, Pool Empty Title: HECTOR LONDONO Job # Dsgnr: ALEJANDRO MAULINI Project Desc.: Swimming Pool Calculations Project Notes: Printed. 14 SEP 2018, 1240PM AlejandromauliniUobsl ob ready to golusb small damagelCALCULATIONS\ENERCALC Data Fileslvizoso wall.ec6 ENERCALC, INC.1983-2011, Build:6.11.6.23, Ver.6.11.6.23 Load Combination Location (ft) -- - - - Bending Stress Results (k-ft ) .. -- ------ ------------------ Segment Length Span # in Span Mu: Max Phi"Mnx Stress Ratio +1.20D+1.601a0.50S+1.60H Span # 1 1 -10.21 10.32 0.99 +1.20D+1.60Lr+0.50L Span # 1 1 -5.25 10.32 0.51 +1.20D+0.50L+1.60S Span # 1 1 -5.25 10.32 0.51 +1.20 D+0.50 L r+0.50 L+1.60 W Span # 1 1 -5.25 10.32 0.51 +1.20D+0.50L+0.50S+1.60W Span # 1 1 -5.25 10.32 0.51 +1.20D-450L+0.20S+E Span # 1 1 -5.25 10.32 0.51 Overall Maximum Deflections -- Unfactored Loads Load Combination Span Max, =" Detl Location in Span Load Combination • Alax•"+" dair Location in Silt . ' • 0.000 ......0.0000 .... ...:. ...... . • . .... .... ..•.•. . .... .... .••.. . •.•.. . . . .•.•. . ...... 00000 . ...... ...... • . . . . .... % ..... . • • • • • • . .. . . . • . pcaSlab v1.50 © Portland Cement Association 09-14-2018, 12:46:20 PM Standalone license. Expires: Never. Locking Code: 4-23B96. User: amaulini dell, home \\WDMYCLOUDMIRROR\Alejandromaulini\Jobs\job ready to go\usb small damage\CALCULATIONS\HECTOR LONDONO residence.slb 0000000 000000 00000 00000000 00000000 0000000 00 00 00 00 00 00 00 00 00 00 00 00000000 00 0000000 00000 • 0000000 00 00 0000000 00000 00 00 00 00 00 00 00000000 00 00 00 000000 00 00 000000 0 0 00000000 00 00000 00 00 00 0 00 00 0000 00 0 00 00 000000 00 000000 000000 0000 00 00 00 00 00 00 00 00 00 00 00 00000000 00 0 00 00 00 00 000000 000 00000 0 00000 pcaSlab vl.50 (TM) A Computer Program Analysis, Design, and Investigation of Reinforced Concrete Slab and Continuous Beam Systems �•••�• Copyright © 2000-2005, Portland Cement Association •••• •••• • • All rights reserved • • • •••••• •••• •••••• • Licensee stated above acknowledges that Portland Cement Association " " '• • • • (PCA) is not and cannot be responsible for either the accuracy or •••••• • • adequacy of the material supplied as input for processing by the •••••• •••••• ...• •.•• pcaSlab computer program. Furthermore, PCA neither makes any warranty ••••• • • expressed nor implied with respect to the correctness of the output •�:••; ;.••;• '•••• prepared by the pcaSlab program. Although PCA has endeavored to '• •• • •••••• produce pcaSlab error free the program is not and cannot be certified •••••. . •' infallible. The final and only responsibility for analysis, design and ; ' engineering documents is the licensees. Accordingly, PCA disclaims all • • ••••�• •••••• responsibility in contract, negligence or other tort for any analysis, ; .•. ' • • design or engineering documents prepared in connection with the use of •• • •• • .••••: the pcaSlab program. •..'.' ------------------------------------------ ------------------------------------------ [1] INPUT ECHO General Information: -------------------- -------------------- File name: \\WDMYCLOUDMIRROR\Alejandromaulini\Jobs\job ready to go\usb small damage\CALCULATIONS\HECTOR LONDONO resid Project: HECTOR LONDONO Frame: Interior Engineer: ALEJANDRO MAULINI Code: ACI 318-02 Mode: Design Reinforcement Database: ASTM A615 Number of supports = 2 + Left cantilever + Right cantilever Floor System: Two -Way Live load pattern ratio = 75% Minimum free edge for punching shear = 10 times slab thickness Deflections are based on cracked section properties. In negative moment regions, Ig and Mcr DO NOT include flange/slab contribution (if available) Compression reinforcement calculations NOT selected. Material Properties: S1abslBeams Columns wc ------------------------ = 150 150 lb/ft3 f'c 5 5 ksi Ec = 4286.8 4286.8 ksi fr = 0.53033 0.53033 ksi fy = 60 ksi, Bars are not epoxy -coated fyv = 60 ksi Es 29000 ksi Reinforcement Database: --------------- --------------- Units: Db (in), Ab (in^2), Wb (lb/ft) Size Db Ab Wb Size Db ------------ #3 ---------------- 0.38 0.11 0.38 ------------ #4 -- 0.50 #5 0.63 0.31 1.04 #6 0.75 #7 0.88 0.60 2.04 #8 1.00 Ab Wb 0.20 0.67 0.44 1.50 0.79 2.67 pcaSlab vl.50 © Portland Cement Association 09-14-2018, 12:46:20 PM Standalone license. Expires: Never. Locking Code: 4-23B96. User: amaulini dell, home \\WDMYCLOUDMIRROR\Alejandromaulini\Jobs\job ready to go\usb small damage\CALCULATIONS\HECTOR LONDONO residence.slb #9 1.13 1.00 3.40 #10 1.27 1.27 4.30 #11 1.41 1.56 5.31 #14 1.69 2.25 7.65 #18 2.26 4.00 13.60 Span Data: Slabs: L1, wL, wR (ft); t, Hmin (in) Span Loc Ll t wL wR Hmin ---- -------------------------------------------- 1 ExtL 1.500 10.00 5.090 5.090 4.00 LC 2 Int 8.750 10.00 5.090 5.090 4.00 3 ExtR 1.500 10.00 5.090 5.090 4.00 RC Support Data: Columns: cla, c2a, clb, c2b (in); Ha, Hb (ft) Supp cla c2a Ha clb c2b Hb Red% ---------------------------------------------------- ---- 1 0.00 0.00 0.000 3.50 3.50 10.000 100 * 2 0.00 0.00 0.000 3.50 3.50 10.000 100 * * Do not check punching shear around this column. Drop Panels: h (in); L1, L2, W1, W2 (ft) Supp ---- h -------- L1 L2 ------------------------ W1 W2 -------- 1 6.00 0.750 0.750 0.750 0.750 *a c d 2 6.00 0.750 0.750 0.750 0.750 *a c d • • *a- Do not check punching shear around this drop panel. • ••,•+• *c- Invalid drop. Drop thickness will not be used for flexural design. ••� •• • •••• •' *d- Excessive drop thickness will not be used for flexural design. ••�•�• �•�:•• ���•�� Boundary Conditions: Kz (kip/in); Kry (kip-in/rad) " '••' • • • Supp Spring Kz Spring Kry Far End A Far End B ••+• • • ++.• • ---- 1 ------------ --------------------- 0 0 Fixed --------- Fixed • • 2 0 0 Fixed Fixed ��•••� + + ...... ���•�• •• •• • •••••• Load Data: •••••• • • ' Load Cases and Combinations: •••++• Case SELF Dead Live hydro • • • . . • • • •�•��� Type DEAD DEAD LIVE DEAD •• • •••••• • • U1 1.400 1.400 0.000 0.000 •• U2 1.200 1.200 1.600 0.000 U3 1.200 1.400 0.000 2.000 U4 1.200 0.900 0.000 2.000 U5 1.200 1.000 0.000 1.000 U6 1.200 1.000 0.000 0.000 U7 0.900 1.000 1.000 1.000 U8 0.900 1.000 1.000 1.000 U9 1.200 0.600 0.000 1.500 U10 1.200 0.600 0.750 1.500 Span Loads: Span Case Wa Area Loads - Wa (lb/ft2): 1 Dead 450 2 Dead 307 3 Dead 450 1 hydro -260 2 hydro -260 3 hydro -260 1 Live 0.6 2 Live 0.6 3 Live 0.6 Support Loads - Fz (kip), My (k-ft): Supp Case Fz My 1 SELF 0 0 2 SELF 0 0 1 Live 0 0 2 Live 0 0 Support Displacements - Dz (in), Ry (rad): Supp Case ------------------------ Dz ------------ Ry 1 SELF 0 0 2 SELF 0 0 1 Live 0 0 2 Live 0 0 Reinforcement Criteria: ----------------------- ----------------------- pcaSlab vl.50 © Portland Cement Association 09-14-2018, 12:46:20 PM Standalone license. Expires: Never. Locking Code: 4-23B96. User: amaulini dell, home \\WDMYCLOUDMIRROR\Alejandromaulini\Jobs\job ready to go\usb small damage\CALCULATIONS\HECTOR LONDONO residence.slb Top bars_ _Bottom bars_ Stirrups Min Max Min Max Min Max ------- ------- ------- ------- ------- ------- Slabs and Ribs: Bar Size #4 #4 #4 #4 Bar spacing 6.00 14.00 6.00 14.00 in Reinf ratio 0.14 5.00 0.14 5.00 % Cover 1.50 3.00 in Beams: Bar Size #4 #8 #4 #8 #4 #5 Bar spacing 6.00 12.00 6.00 12.00 6.00 12.00 in Reinf ratio 0.14 5.00 0.14 5.00 % Cover 1.50 1.50 in [21 DESIGN RESULTS Top Reinforcement: ------------------ ------------------ Units: Width (ft), Mmax (k-ft), Xmax (ft), As (in^2), Sp (in) Span Strip Zone Width Mmax Xmax AsMin AsMax SpReq AsReq Bars ---- ------ -------------- 1 Column Left ------------ 4.38 -------- 0.94 -------- 0.474 -------- 0.945 -------- 9.204 -------- 10.500 0.025 ------- 5-#4 Middle 4.38 3.21 0.880 0.945 9.204 10.500 0.087 5-#4 ;000;0 Right 4.38 7.54 1.354 0.945 9.204 10.500 0.20P •b-#4 • •• • •••• Middle Left 5.80 0.00 0.474 1.254 12.212 9.951 0.004 7-#4 • • Middle 5.80 0.00 0.880 1.254 12.212 9.951 0.000�ai�'-#4 •••• Right 5.80 0.00 1.354 1.254 12.212 9.951 0.00 *'•/'-#4 • r••• •••• 2 Column Left 4.38 8.73 3.106 0.945 9.204 10.500 0.239 9005'44 '••••• Middle 4.38 9.50 4.250 0.945 9.204 10.500 0.25 5-#4 Right 4.38 8.73 5.644 0.945 9.204 10.500 0.23 •i•qS:#4 •• a• :a••:• • Middle Left 5.80 0.00 3.106 1.254 12.212 9.951 0.000••••79-#4 • Middle 5.80 0.00 4.250 0.000 12.212 0.000 0.000 ' •--- Right 5.80 0.00 5.644 1.254 12.212 9.951 0.000 7 #4 ••••i• 3 Column Left 4.38 7.54 0.146 0.945 9.204 10.500 0.20400 5144 •• • Middle 4.38 3.21 0.620 0.945 9.204 10.500 0.087 5-#4 •••'•' Right 4.38 0.94 1.026 0.945 9.204 10.500 0.025 5-#4 Middle Left 5.80 0.00 0.146 1.254 12.212 9.951 0.000 7-#4 Middle 5.80 0.00 0.620 1.254 12.212 9.951 0.000 7-#4 Right 5.80 0.00 1.026 1.254 12.212 9.951 0.000 7-#4 Top Bar Details: Units: Length (ft) Left Right Span Strip Bars Length Bars _Continuous Length Bars Length Bars Length Bars Length ---- ------------- 1 Column --- -------------- --- ------- ------- 5-#4 ------- 1.50 ------- --- -------------- --- ------- Middle --- --- 7-#4 1.50 --- --- 2 Column --- --- 5-#4 8.75 --- --- Middle 7-#4 2.01 --- --- 7-#4 2.01 --- 3 Column --- --- 5-#4 1.50 --- --- Middle --- --- 7-#4 1.50 --- --- Bottom Reinforcement: --------------------- --------------------- Units: Width (ft), Mmax (k-ft), Xmax (ft), As (in^2), Sp (in) Span Strip Width ---- -------------- Mmax -------------------- Xmax AsMin ---------------- AsMax SpReq -------- AsReq --------------- Bars 1 Column 4.38 0.00 0.000 0.000 7.530 0.000 0.000 --- Middle 5.80 0.00 0.000 0.000 9.992 0.000 0.000 --- 2 Column 4.38 29.73 4.500 0.945 7.530 10.500 0.999 5-#4 Middle 5.80 19.82 4.500 1.254 9.992 9.951 0.659 7-#4 3 Column 4.38 0.00 0.000 0.000 7.530 0.000 0.000 --- Middle 5.80 0.00 0.000 0.000 9.992 0.000 0.000 --- Bottom Bar Details: ------------------- ------------------- Units: Start (ft), Length (ft) Bars Short Bars _Long Span Strip Bars Start Length Bars Start Length ------------------ 1 Column --- -------------- ------- --- ------- ------- pcaSlab vl.50 © Portland Cement Association 09-14-2018, 12:46:20 PM Standalone license. Expires: Never. Locking Code: 4-23B96. User: amaulini dell, home \\WDMYCLOUDMIRROR\Alejandromaulini\Jobs\job ready to go\usb small damage\CALCULATIONS\HECTOR LONDONO residence.slb Middle --- --- 2 Column 5-#4 0.00 8.75 --- ' Middle 7-#4 0.00 8.75 --- 3, Column --- --- Middle --- --- • Flexural ------------------ Capacity: ------------------ Units: From, To (ft), As (in^2), PhiMn (k-ft) Span Strip From To AsTop AsBot PhiMn- PhiMn+ ---- 1 --------------- Column 0.000 --------- 0.474 ----- 1.00 ----------------- 0.00 ------------ -36.52 0.00 0.474 0.750 1.00 0.00 -36.52 0.00 0.750 0.880 1.00 0.00 -36.52 0.00 0.880 1.354 1.00 0.00 -36.52 0.00 1.354 1.500 1.00 0.00 -36.52 0.00 Middle 0.000 0.474 1.40 0.00 -51.08 0.00 0.474 0.750 1.40 0.00 -51.08 0.00 0.750 0.880 1.40 0.00 -51.08 0.00 0.880 1.354 1.40 0.00 -51.08 0.00 1.354 1.500 1.40 0.00 -51.08 0.00 2 Column 0.000 0.146 1.00 1.00 -36.52 29.77 0.146 3.106 1.00 1.00 -36.52 29.77 3.106 4.375 1.00 1.00 -36.52 29.77 • • 4.375 5.644 1.00 1.00 -36.52 29.77 • • • ••••'• 5.644 8.604 1.00 1.00 -36.52 29.77 •••• •„•• • 8.604 8.750 1.00 1.00 -36.52 29.77 •••••• Middle 0.000 0.146 1.40 1.40 -51.08 41.63 •••••• • ••••�• 0.146 1.007 1.40 1.40 -51.08 41.63 1.007 2.007 0.00 1.40 0.00 41.63 +••• •••• •••••• • • 2.007 3.106 0.00 1.40 0.00 41.63 • • •s•• • • �•r� ••••• 3.106 4.375 0.00 1.40 0.00 41.63 4.375 5.644 0.00 1.40 0.00 41.63 •.•••� • • • • •••••• ••�••• 5.644 6.743 0.00 1.40 0.00 41.63 •` •• • •••••• 6.743 7.743 0.00 1.40 0.00 41.63 •••••• , •' 7.743 8.604 1.40 1.90 -51.08 41.63 • • • • 8.604 8.750 1.40 1.40 -51.08 41.63 • • • • • • �••••• •••••• 3 Column 0.000 0.146 1.00 0.00 -36.52 0.00 '• • • • • • 0.146 0.620 1.00 0.00 -36.52 0.00 ••••+• 00 • 0.620 0.750 1.00 0.00 -36.52 0.00 0.750 1.026 1.00 0.00 -36.52 0.00 1.026 1.500 1.00 0.00 -36.52 0.00 Middle 0.000 0.146 1.40 0.00 -51.08 0.00 0.146 0.620 1.40 0.00 -51.08 0.00 0.620 0.750 1.40 0.00 -51.08 0.00 0.750 1.026 1.40 0.00 -51.08 0.00 1.026 1.500 1.40 0.00 -51.08 0.00 Slab Shear Capacity: Units: b, d (in), Xu (ft), PhiVc, Vu(kip) Span b d Vratio -------------------- PhiVc ------------ Vu ------------ Xu ------------ 1 -------- 122.16 6.75 1.000 87.46 6.49 0.79 2 122.16 6.75 1.000 87.46 22.58 8.04 3 122.16 6.75 1.000 87.46 6.49 0.71 Flexural Transfer of Negative Unbalanced Moment at Supports: ------------------------- - - Units: Width (in), Munb (k-ft), As (in^2) Supp Width GammaF*Munb Comb Pat AsReq ASProv Additional Bars ------------------------ ---- ----------------------------------- 1 --- Not checked --- 2 --- Not checked --- Punching Shear Around Columns: Units: Vu (kip), Munb (k-ft), vu (psi), Phi*vc (psi) Supp Vu vu Munb Comb Pat GammaV vu Phi*vc ------------------------------------ ---- ---- ---------------------- 1 --- Not checked --- 2 --- Not checked --- Maximum Deflections: Units: Dz (in) Frame Column Strip Middle Strip Span Dz(DEAD) Dz(LIVE) Dz(TOTAL) Dz(DEAD) Dz(LIVE) Dz(TOTAL) Dz(DEAD) Dz(LIVE) Dz(TOTAL) ------------------------------------------------------------------------------- 1 0.001 0.000 0.001 0.003 0.000 0.003 0.001 0.000 0.001 2 -0.003 -0.000 -0.003 -0.005 -0.000 -0.006 -0.001 -0.000 -0.001 pcaSlab v1.50 © Portland Cement Association 09-14-2018, 12:46:20 PM Standalone license. Expires: Never. Locking Code: 4-23B96. User: amaulini dell, home \\WDMYCLOUDMIRROR\Alejandromaulini\Jobs\job ready to go\usb small damage\CALCULATIONS\HECTOR LONDONO residence.slb 3 0.001 0.000 0.001 0.003 0.000 0.003 0.001 0.000 0.001 Material Takeoff: Reinforcement in the Direction of Analysis ------------------------------------------ Top Bars: 72.0 lb <_> 6.13 lb/ft <_> 0.602 lb/ft^2 Bottom Bars: 70.1 lb <_> 5.97 lb/ft <_> 0.586 lb/ft^2 Stirrups: 0.0 lb <_> 0.00 lb/ft <_> 0.000 lb/ft^2 Total Steel: 142.2 lb <_> 12.10 lb/ft <_> 1.189 lb/ft^2 Concrete: 101.9 ft^3 <_> 8.67 ft^3/ft <_> 0.852 ft^3/ft^2 [3) COLUMN AXIAL FORCES AND MOMENTS Units: P (kip), M (k-ft) Supp Case/Patt P (axial) Mb[top] Ma[bottom] -------------------------- 1 SELF ------------ 7.64 -0.02 ------------ -0.00 Dead 20.54 -0.05 -0.00 hydro -15.55 0.05 0.00 Live/All 0.04 -0.00 -0.00 Live/Odd 0.01 0.00 0.00 Live/Even 0.02 -0.00 -0.00 • • Live/Sl 0.03 -0.00 -0.00 • ••••:+ Live/S2 0.02 -0.00 -0.00 •+• •• • •••• + 2 SELF 7.64 0.02 0.00 • •••0• ••••t• w •••••• • Dead 20.54 0.05 0.00 •••i•• • • hydro -15.55 -0.05 -0.00 +++• •••• •••••• • • Live/All 0.04 0.00 0.00 • + •••• • • •••• ••••• Live/Odd 0.01 -0.00 -0.00 Live/Even 0.02 0.00 0.00 •••••• • • • • +••••• ••�••• Live/S1 0.02 0.00 0.00 •• •• • w••••• Live/S2 0.03 0.00 0.00 •••••• • •• Sum SELF 15.29 -0.00 0.00 • • •••P•• :•+••: Dead 41.09 -0.00 0.00 a ••• w hydro -31.10 0.00 0.00 •• • ++ • •Goss• • • Live/All 0.07 -0.00 0.00 •+•••• Live/Odd 0.01 -0.00 0.00 Live/Even 0.04 0.00 0.00 Live/Sl 0.05 0.00 0.00 Live/S2 0.05 -0.00 0.00