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BPP-16-1829Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 1551 NE 103 Street Miami Shores, FL 33138 - Permit Permit NO. BPP -6-16-1829 Permit Type: Pools/Whirlpools/Hot Tubs Work Classification: New Permit Status: APPROVED Issue Date: 10/26/2016 Parcel Number 1132050310210 Block: Lot: Expiration: 04/26/2017 Applicant KURT GUSTINGER Owner Information Address Phone Cell KURT GUSTINGER 1216 NE 93 ST MIAMI SHORES FL 33138-2941 (305)751-5554 Contractor(s) AQUATIC ENVIRONMENTS Phone (786)390-9029 Cell Phone Valuation: $ 41,840.00 Total Sq Feet: 880 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Work: Swimming Pool Additional Info: NEW SWIMMING POOL DECK. Classification: Residential Occupancy: Private Bond Return : Scanning: 4 Fees Due Bond Type - Owners Bond CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $500.00 $25.20 $50.00 $18.83 $18.83 $8.40 $1,255.20 $160.00 $120.00 $120.00 $12.00 $33.60 $2,322.06 Pay Date Invoice # 10/28/2016 06/30/2016 10/28/2016 Bond #: 3239 Pay Type BPP -6-16-60409 Check #: 3164 Check #: 2969 Check #: 338 Amt Paid Amt Due $ 1,772.06 $ 550.00 $ 50.00 $ 500.00 $ 500.00 $ 0.00 Available Inspections: Inspection Type: Fence Final Pool Deck Wall Steel Review Electrical Review Electrical Review Planning Review Planning Review Building Review Building Review Building Review Plumbing Review Plumbing Review Mechanical Review Structural Review Structural Review Structural In consideration of the issuance pertaining thereto and in strict c accepting this permi required for ELEC OWNERS construc to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations rmity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are ING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. rized Signatu the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating I authorize the above-named contractor to do the work stated. Owner / Applicant / Contractor / Agent Building Department Copy October 28, 2016 Date October 28, 2016 1 -N 7450 Griffin Road 4 140 Davie, Fl. 33314 Tel: 954-584-6115 Fax: 954-581-2415 E-mail: Rcoletto(a?soilprobe.net _Soilprobe Engineering & Testing, Inc. November 14, 2016 J.L.0 Enterprises, Inc. 3320 NW 69th St. Miami, FL 33141 RE: Pile installation certification Proposed Pool 1551 NE 103rd St. Miami Shores, FL This is to certify that on November 9, 2016 a representative of this office monitored the installation of twelve (12) 3.5" OD and schedule 80 Brackett brand steel helix piers at the referenced site. The piles were installed at location staked in the field by the owner's representative to depths ranging from 16 to 38 feet below existing grade as shown in the attached pile log and location sketch. We further certify that our authorized representative observed the piles installation operation and that the workmanship and materials used were in substantial compliance with the specifications supplied to the Piling Contractor and in accordance with the approved manufacturer specifications and Florida Building Code. We also certify that the referenced piles are capable to sustain a net allowable bearing capacity of 15 tons (30 Kips) as shown in the attached pile installation log. Should you have any question regarding the above, or if you require additional information, please contact this office. Sincerely, Soilp .?' ngineering & Testing, Inc. Cc: eana, PE. 0 37334 City of Miami Shores, FL Aquatic Enc. Pile Log, Location Sketch Engineering is the essence of science and technology SOILPROBE ENGINEERING TESTING, INC. Pag.: 1/1 3 1/2" Helix Piers Installation Log PROJECT: PROPOSED POOL Contractor: AQUATICS Load Bearing (tons) 15 comp Logged By: JP SOILPROBE & Engineers ENGINEERING TESTING, INC. Sign -and Seal: ADDRESS: 1551 NE 103 St 3 Misc. Info: 1/2 " O.D. Schedule 80 Pipe CITY: Miami Shores, FL Field Notes: Pile I.D. Type of YP Pier in ( ) Specified Torque (Ft.Lbs.) Installed Torque (Ft.Lbs.) Penetration (ft) Number & Size of Helices Kips Date: November 9, 2016 Notes 1 1 3 1/2 7500 7500 38 10", 12",14" 30 2 2 3 1/2 7500 7500 15 10", 12",14" 30 3 3 3 1/2 7500 7500 38 10", 12",14" 30 4 4 3 1/2 7500 7500 21 10", 12",14" 30 5 5 3 1/2 7500 7500 17 10", 12",14" 30 6 6 3 1/2 7500 7500 21 10", 12",14" 30 7 7 3 1/2 7500 7500 16 10", 12",14" 30 8 8 3 1/2 7500 7500 25 10", 12",14" 30 9 9 3 1/2 7500 7500 18 10", 12",14" 30 10 10 3 1/2 7500 7500 17 10", 12",14" 30 11 11 3 1/2 7500 7500 17 10", 12",14" 30 12 12 3 1/2 7500 7500 21 10", 12",14" 30 13 14 15 16 17 18 19 20 Pag.: 1/1 r� If tElrl:1R Si ii 1} t tt Icf A dilido IA 1?1,1f 4 r 7 WC6t SlAM1 PH 250o AatM A Z-01,2'40' URtP PAll. DP. it raid ti ll 1' n` w • ,tn1 POOL FOUNDATION FRAMING PLAN PAVERS C64 r, e.,. . r-rti+• .dlUt f ; SOILPROBE ENGINEERING AND TESTING 7450 Griffin Road #140 Davie, FL 33314 Tel. (954) 584-6115 Fax. (954) 581-2415 JLU Enterprises, Inc. Pile Location Sketch 1551 NE 103rd St. Miami Shores, FL \\v). \"‘ epot. . BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 1551 N.E. 103rd Street 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 RECEIVED JU 3 0 2016 I ST44 FBC 2014 Master Permit No. Ef P G " 1B 2? Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3205-031-0210 Occupancy Type: SFR Load: Construction Type: OWNER: Name (Fee Simple Titleholder): Kurt Gustinger Address: 1551 N.E. 103rd Street Is the Building Historically Designated: Yes Flood Zone: BFE: Phone#: NO X FFE: City: Miami Shores State: FL Zip: 33138 NA Phone#: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Aquatic Environments Phone#: 786-390-9029 Address: 11767 South Dixie Hwy #203 City: Pinecrest State: FL Zip: 33156 Qualifier Name: Luis Espinosa Phone#: 786-390-9029 State Certification or Registration it CPC 057282 Certificate of Competency It: DESIGNER: Architect/Engineer: TC Engineering Address: 7805 SW 24 Street OD Value of Work for this Permit: $ Type of Work: Addition ❑ Alteration Description of Work: City: Miami 1,y/ 11/0.0o /,} Square/Linear Footage of Work: El New ❑ Repair/Replace Phone#: 305-261-0321 state: FL Zip: 33155 -S0) 300044, ❑ Demolition Sw)vhrh)n ebo L 4 Deck. Specify color of color thru tile: Submittal Fee $ Permit Fee $ 1 i 2S5. " CCF $ Scanning Fee $ / 2. Radon Fee $ 20 Technology Fee $ Structural Reviews $ (Revised02/24/2014) 9 -83 25.20 co/cc $ DBPR$_ +3 .193_Notary $, Training/Education Fee $ C> • 40 Double Fee $ Bond$ TOTAL FEE NOW DUE $ _ ( 2 5c20 2/2-42 .0CD Lw BondingCompany's Name (if applicable) NA Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) NA Mortgage Lender's Address 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 on 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 hich occurs seven (7) days after the building permit is issued. In the ab : ce of such posted notice, the inspection will not be apjroved and a reinspection fee will be charged. Signature / \ OWNER -or AGENT The foregoing instrumentumwas acknowledged before me this r day of J V(C\-5--- , 20 i(d , by Kurt Gustinger me or who has produced , who iugus nalhr-known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: El as Seal: Commission IFF 924095 My Comm. Expires Dec 13, 2019 Bonded thrnogh National Notary Assn ***********************s******** **s** APPROVED BY (Revised02/24/2014) Signature C NTRACTOR The foregoing instrument was acknowledged before me this day of 'rut- Ili , 20 ) 2 , by Luis Espinosa me or who has produced who it s personall own to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: 940*d er EL 1 Notary Public - State of Florida Commission # FF 924095 My Comm. Expires Dec 13, 2019 Bonded t , National Notary Assn as ****'**************S****s****s*****S******************* *ss*s***ss*** 1 V / Plans Examiner ! 3 Zoning Structural Review Clerk CFN: 20160373672 BOOK 30129 PAGE 2146 DATE:06/27/2016 03:12:06 PM DEED DOC 6,750.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY Prepared by: Daniel Diaz Leyva, Esq. Foley & Lardner LLP One Biscayne Tower 2 South Biscayne Blvd, 196 Floor Miami, Florida 3313 I Record and return to: David E. Sacks, Esq. Pathman Lewis LIP One Biscayne Tower 2 South Biscayne Blvd, Suite 2400 Miami, Florida 33131 Folio Number: 11-3205-031-0210 SPECIAL WARRANTY DEED A Itik THIS SPECIAL WARRANTY DEED is made this 1-2..- day of June. 2016 by Guillermo Fernandez-Quincoces and Carmen Palacios, individually and as Successor Trustees of the Margarita C. Dosal Fifth Amended and Restated Revocable "frust dated the 18th day of June 2010 (collectively, "the Grantor"), whose mailing address is c/o Daniel Diaz Leyva, Esq., Foley & Lardner LLP, One Biscayne Tower, 2 S. Biscayne Blvd., 19`x' Floor, Miami, Florida 33131, in favor of Kurt Gustinger and Donna Gustinger, as husband and wife (collectively, the "Grantee"), whose mailing address is 1551 NE 10 3rd Street, Miami Shores, Florida 33138. WITNESSETH: THAT Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other valuable consideration, the receipt and adequacy of which is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto Grantee, certain real property located in Miami -Dade County, Florida (the "Property") which is more particularly described on Exhibit "A" attached hereto and made a part hereof. TOGETHER, with all easements, tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining; and TO HAVE AND TO HOLD, the same in fee simple forever. AND Grantor hereby covenants with Grantee that Grantor will warrant and defend the Property against the lawful claims and demands of all persons claiming by, through, or under Grantor, but against none other, and that the Property is free of all encumbrances, except real estate taxes for the year 2016 and subsequent years which are not yet due and payable, and all matters existing of record. The Property is not the homestead of the Grantor and is not used or occupied as the homestead the Grantor or intended to be used or occupied as the homestead of the Grantor. 2 STATE OF FLORIDA COUNTY OF MIAMI-DADE CFN: 20160373672 BOOK 30129 PAGE 2148 { GL ILLERMO F ANDEZ- NCOCES, individually and as su cessor Trustee of the Margarita C. Dosal Fi h Amended and Restated Revocable Tr st dated 18`x` day of June, 2010 The foregoing instrument was acknowledged before me this day of June, 2016 by Guillermo Fernandez-Quincoces, individually and as successor Trustee of the Margarita C. Dosal Fifth Amended and Restated Revocable Trust dated 18th day of June 2010 who is personally known to me or produced as identification. atet Notary Pub State of Florida Print Name. $/am 7(71 tcti My Commission Expires: 1Z 22 2020 Serial No.: i 9770 [SEAL] 00111011014, xtiG .0 • ♦ �aN'•. i• ii . g •ti • ti • 2 : oNOEO O _ 2 AME CAN j s NOSAR'ES ? i 3 STATE OF FLORIDA COUNTY OF MIAMI-DADE CFN: 20160373672 BOOK 30129 PAGE 2149 eaA,/,a_gay ../(ca_1‘4&ed CARMEN PALACIO, individually and as successor Trustee of the Margarita C. Dosal Amended and Restated Revocable Trust dated 18th day of June, 2010 The foregoing instrument was acknowledged before me this a;) -day of June, 2016 by CARMEN PALACIO, individually and as successor Trustee of the Margarita C. Dosal Fifth Amended and Restated Revocable Trust dated 18`x' day of June 2010 who is personally known to me or produced as identification. Notary Pub ' _tate of Florida _ Print Na bfij/r4G 2/ fW My Comm ssion Expire O6.2e•2O2 Serial No.: rf-97c/ e [SEAL] 'issioro'••• d, ro�82p?b':_ y0 BONDED 4. s2 THROUGH in AMERICAN �• NOTARIES •° 0 1:9 ,�• STP O�`�• 4 CFN: 20160373672 BOOK 30129 PAGE 2150 EXHIBIT "A" Legal Description Lot 19, and the East 5 feet of Lot 18, Block 6, Replat of Tract "C", Miami Shores Bay Park Estates, according to the map or plat thereof, as recorded in Plat Book 64, Page 97, of the Public Records of Miami -Dade County, Florida 5 Miami Shares Vinage 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 t (We) acknowledge that a new swimming pool, spa or hot tub will be constricted or installed at 1551 NE 103rd StreerMiami Shore FL 33138 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 F1346-91. (Submit Manufacturer's Specifications). A continuous,. one-piece (child) barrier meeting the requirements of Florida Building. Code. 84101.17.1.15 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 Specificatio ). A combination of non-dwellinggwalls and fences (screen enclosure, child fence, masonry { ry fence walls, chain link or wood fence, etc.) will protect the pool perimeter. The plans must specify the type and location of all non dwelling walls. Florida Building. Code, R4101.17.1 Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all windows and doors will be equipped: with exit alarms complying with Florida Building Code, R4101.17.1.9 (Submit Manufacturer's Specifications). Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all doors will be equipped with .a self -latching device with positive mechanical latching/locking iinstalled 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 up . expiration of the permit, the pool shalt be presumed to be unsafe. l understand that not having : e of the above installed will constitute a violation of Chapter 515, F.S ., an d will be consideree ,s committing a misdemeanor of the second degr • u '§h .. a as provided in Section 775.082 or ection 775.083 F.S . This form must be signed Ail 't and the prime contractor. C r TRACer''S SIGNATURE AND DATE 'OWNER'S SIGNATURE AND DATE Luis Fspinosa CONTRACTOR'S NAME (PLEASE PRINT) '4110 1.4. t 1-'ki�Y PUBf.I�IEN A S .� e�'•• Notary Public - State o1 Florida •s Commission # FF 924095 ,AFMy Comm. Expires Dec 13, 2019 4, �� • `O Bonded through National NAY Assn. Kurt �ustinger OWNER'S NAME (PL If S+ „A• Alp t RINT ...31 � P''• ELENA A SADLER i +Q4 1;'s Notary Public - State of Florida 5. Commission #1 FF 924095 or t� My Comm. Expires Dec 13, 2019 through Nadortsl Notary Assn. lami Shores Viiiage 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 Z a Gu -'k Miami Shores Village Building & Zoning Department Attention: Building Official I certify that I am the legal owner of the property described as 11-3205-031-0210 , located at 1551 NE 103rd Street Miami Sgores In accordance with Section 33-12(f), Code of Metropolitan Dade County, I certify that 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. 1 further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting and approved barrier prior to fl al inspection and use of the pool.. t Legal Owner Ku r ustinger Note: This certification is to be submitted with a swimming poo) permit application in duplicate' Miami - Shores Vittage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tet: (305) 795.2204 Fax: (305) 756.8972 RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned Kurt Gustinger is/are the fee simple owner(s) of the following described property situated and being in Miami Shores Village, Florida; Address: 1551 NE 103 Street Miami Shores FL 33138 Whereas, the undersigned owner(s) Kurt Gustinger desire to utilize said Lot(s) as a single building :site, and the undersigned owner(s) do(es) hereby declare and agree as follows: 1. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami -Dade County now in effector hereinafter enacted. Il. That the purpose of the covenant is to induce Miami Shores Village to issue a permit for a pool where the required enclosure is riot 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 far such fence. W. 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 tale 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 succ.: ors, .in accordance said Village they in ,� 51/1 effect. OWNER SIGN & PRINT NER SIGN & PRINT I Hereby Certify that on this day personally appeared before Kurt Gustinger has produced ID # ` _` as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes there in expressed, SWORN TO AND 5 (Revised 05/2209 ay of , (An , 20 Notary Publk - State of Florida Commission 9 FF 924095 fly Comm. Expires Dae 13, 2019 Saidad=hou ji NationalMisty Assn. NOTARY PUBLIC STATE I F FLORIDA iami Shores 'Village Building Department CONTRACTORS' REGISTRATION IF CONTRACTOR ISA 'FLORIDA STATE CERTIFIED CONTRACTOR: 10050 N_E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 COPY OF QUALIFIER'S STATE LICENCES 8. COPY OF LOCAL BUS:NESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. !!'a!!!!.lal-!laata!!a!!a!!!lYatta■li R!ARROW* ■all BUSINESS NAME: ur�t1C- vJVi2Gr\roe203 i(l T1' i�inec f -et STATE R ZIP 33l j ->j BUSINESS ADDRESS:.I l6 Ski V*MRSaaaa'a BUSINESS PHONE: tl FAX NUMBER ( ) CELL PHONE ( -14c QUALIFIER'S NAME: L—Lkis PnC ' QUALIFIER'S LIC NUMBER: C Ft 0 5'R- ZiS 2 ESPINOSA, LUIS • AQUATIC ENVIRONMENTS 11767 S DIXIE HWY #203 PINECREST FL 33156 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridaticense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and leam more about the Departments initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER The COMMERCIAL POOUSPA CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS, Expiration date: AUG 31, 2016 ESPINOSA, LUIS AQUATIC ENVIRONMENTS, 11767 S DIXIE HWY #203 PINECREST FL 33156 ISSUED: 08/31/2014 DISPLAY AS REQUIRED BY LAW SEQ # L1408310005905 ' • =- 6516X11:, BU8IN $S:A T4DN `AOOUA 1G;:ENV1RON.MEN3. S 19767 S 01XEE HWY 20 'PINECREST;.FI $31 • OWNER AQUATIC ENVIRONMENTS C!O ESPINOSA LUIS..:: SEC. TYPE OF EUStNE5S.. 196 ' SPECIl '1Y:P t1M8l CONTRACTOR:- ; PAYMENT RCDVED BY. TAX COLKECTOR';,;- XSSAO { R22/201Fr lAbtker(s) CPC057282 47287-15-000734 This local *sass Tax Receipt only confines payment (lythe total 9ssiness Tax. The Rrwipt is nate license; M® • or aompwa i it d Make* Ism IM rs ll!") ats%rhi0fi apply to Thdtsbasiaett e NgFpAT NO. strove riot be dispiayid an dl ciotaiaxctei vetting; .7 Mini -Dade Code Sea $a-716. lormere inronnatioLvisit pea nk incertification otafie boldera ni iNScriatti la.iabnsntess. Holder oast coin* with anyfueernmertdi CERTIFICATE OF LIABILITY INSURANCE F DATE geolooreirm 06/14/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY CERTIFICATE CERTIFICATE AFFIRMATIVELY INSURANCE ODES NOT STtTUmOR NEGATIVELY ANEWE REPRESENTA3IVE OiTPRODIJCER, AND THE CIOVINICATEEHOLDER: AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. HE COVERAGE BY iwirr-9F?T* N THE dameit• Leaskasa1. THIS pmznotoRgeoticuEs IMPORTANT: if Mawirtlffactshetly Is anAINNTIONAL INSINIER,;Bar PrlteaNaMalga IMAs tteiwfi NaONI3134foaep0l RA as pn I4dttcelapsrQRh13anNIgan,a $R NSUEIR ONTIERI NEVOINIEDs.orblictte t -A m afatenarteo�lhlsu•011a fMteaasataoaaLcsIghtsbAtu certtibier heeler Rt Ikvof weft �t rLucia I Accurate West Flagler Suite 114 AWL FL 33144 ": Phone 0727 Fax =.(305A2641767 Estrella V� 1 i Itox (305)22647678300 _ �01iH �PPONSESreaoaunn a a6UloG/1(f}AFFOIiooICSeLi>rse a stats mum A: tovingtetSpeciattytrewanx{empasrjr $ 5.000.00 meuReU i L. Espinosa Inextba Aramfic Environment 111757 S. Dude Hwy Suite 203 ,J Meant FL 33156- AMER 8: i maufteric: non. AGGREGATE MT APPLIES PER; Potty 0 ak 0 IAC OTMes a • s 2.000,000.00 1 mom= -cesium AGO ME RE: S -i 11 !MEURERs: AUTOINCGIL3 L BIUA► ❑ ANY Awe • ALLOWED u rAtuD D HIRED AUTOS ❑, r D ■s REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICES OF INSURANCE IND1CATEU NOIVIETHSTANDINGANY PEOUREMENT, CERTIRCArEMAY 8EISSUED CRAW PERTJue,niE EXCLUSIONSANDIMPIOMORS OF SUCH HP ES. USTED BELOW HANE BEEN ISSUED TERORCCOIOttIONONV TO TIE INSURED NAMED ABOVE FOR THE POLLCY PERIOD artannatteociatitt RE3FtiTTO mum TIM DESCREEoHl3REMIS5UBJECTTOALLTHETERAt* pAIOCL��Alm& i 'a1fTHE POii UNIFTSSINNINMAYNAVE BEEN REDUCEDav $R ,e COMMERCLAL Ge3ERALLM188481 • CLARa1s-wnE 5 OCC R '� Y . Y P®I;ttCYN{INaeiaA1�Fi t)OIa9pY7 CCP 1 =IV V� tiVULO416 04/1812017 I .. EACH CIEG IRR E �PPONSESreaoaunn a s 100.000.0D 0 EXP�� MED (14,A $ 5.000.00 ❑ meoW*LRAIT►lUUWf s 1,000,000.00 non. AGGREGATE MT APPLIES PER; Potty 0 ak 0 IAC OTMes GEIERAL AGGREGATE s 2.000,000.00 1 mom= -cesium AGO 3 z000.00000 S -i AUTOINCGIL3 L BIUA► ❑ ANY Awe • ALLOWED u rAtuD D HIRED AUTOS ❑, r D ■s - DSINGLE LIMIT _ eO?RKMIYRYLatir,ponwe • aoDLY N AIRYtI4er i SPerNeagr1 E ❑ ureRNLLALIa D OCCUR 0 Excliss LOIS 0 CLAIMSMADB EACH OCCURRENCE s AGGREGATE _ ELM.....O.TIONS s VAIRXERSCOMPENSAVORr A ITEMRQrERINU DILITY ttrn.- *EA.. tl Y EL. EACH PCP Dem rr , NANMAIrg *AIM It Am Amato LaMar DESCRIPTION OF OPERATIONS balms a $ Et DODGE -E. EL. aeASE - POLICY Wet s 1 !.Df3LRW3lO•NAFDPSORA901tSiLOCA110NSJUDRIX:£8-NIONADADOISGMI:#elaiatillImie ADGIad Iirn APAINRsngANIA8 SWIMMING POOL CONSTRUCTION -CODE 5223 LICENSE 8 CPC057282 CERTIFICATE HOLDER MIAMI SHORES VILLAGE BUILDING DEPT. 10050 N. E. 2nd AVENUE MIAMI SHORES, -FL. 33138 Ao3RDQFOBINOI aOF CANC13LAi1ON SKRILDANS OF TIT 09001E DESCSISEDPOOICIESSE THE EWIRRNOPI DAFETHEREOF, NOTICE WILL SE ACCORDANCE 1MFff1TEPOLICY eRCI MONS. AUP:NONSED REPRIMENTATIME Lucia Ea1re$a 01988-2014 ACORD The i aaa»snd logo an reserved. ACM CERIIFICATEOFJIW'`sisumuct seampostarevyn 1 THIS CERTIFICATE IS ISSUED: AS A MATTER OF INFORMATION ONLY -AND -CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFOONATP/ELY DR WEGATIVELTAMENO, EXTEND DR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATEOFIICiUR+CNCE DOES NOT CONSTITUTE ACON'Q* T BETWEEN THE 052SUIINSURER(S), AUTHORIZED REPRESENTATIVEORPRODUCER,ANDTHE-CERTIFICATE-HOLDER. IMPORTANT: Ifthe catifirals-hdd ir.anADDITIONAL U1SUREDI,theveiiar(ir*Inual reeADDITIONALINSUREDgieneei nmorparsed. If SUBROGATION IS -WAIVED, subject. to the--Imens and Gond-glans of the policy certain parades may require, an endare.tee nt. Aatat.rnant an this, certificate -does not -confer right to the holder in be uefsuoh,ndarsement(sl PRODUCER '"hwS*E INSURANCE TO GO INC 2800 W 84111 ST UNIT 7 HIALEAH FL 33018-4922 CIMACT ARLENE'VALE NTI New 1774 $Y6 {1224 114ht.gNot j1519-0062 Isandraelnstogous.com AFFOIIDetaCOV13rACa£ HNC it reuREA A : ASSOCIATED INDUSTRIES INSURANCE 23140 • INSURED: L. ESPINOSA, INC. dba AQUATIC ENVIRONMENTS 11767 S. DIXIE HWY. # 203 PINECREST, FL 33156 I NSUR62ax s aNeurenat: [IaltAGETOREITTED PREINSESI 9_A++ wi$ etsnaeo: eaueors: ,3! PERSONAL & ADV INJURY "$ COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS INDICATED. CERTIFICATE 'EXCLUSIONS LIR I1YPEOF.e Is TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF AMY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO VAUD, THIS MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, AND CONOffl0I S BF -SUCH POLICIES: LIARS SHOWN HAY FAYE BEEN REDUCED BY PAID CLAIMS SUINANCE OSA PHD POLICYNU>FMER ,j1INCHISYM ININDINOYO U I COIMIERCIALHOMPAL melt= EACH OCCURRENCE s CLAIMS-IM71E I i OCCUR [IaltAGETOREITTED PREINSESI 9_A++ wi$ -S ,3! PERSONAL & ADV INJURY "$ GE ML AGGREGATE LIMIT APPLIES PER: I PIGGY 1 " T LOC I OTHER' GENERAL AGGREGATE $ - PRODUCTS - COMP/OP AGG $ S AUT'OMO3ILEUROUTY ANY AUTO - "_ cOmmiErIsINGLEumT ®Ia . s. BOOLY.)RA/RY i1M'Prw4. % aolxYINJURY(pur„oear,� s AUTOOAREo {�� AUTOSSCHEMED HIRED. ONLY If'11F1H=ONPIEIY' _h AUTOS ONLY 1 AUTOS ONLY - PROPERTY- 9 • 5 . ULA>NRD.I.1T UAB L-1 OCCUR EXCESS LMS ( CLAMS MACE - EACH OCCURRENCE ; $ AGGREGATE ,' 5 DED f t RETENTIONS -E A MIORKERSCOMPOONTON AND£MPLOYER? UAMIUTY Yd N Nva► N AWC1051911 •09112/2015 ' .091122019 u �/1 STATUTE 1 PER I OR T - . E E.L EACH AOCIDEN'r ; $ 100;000 ANY ANDPRIETGMI►ARTNER1i UTNE -OFFICER/NEMER OCCLUDED', .IMaeMegLn'a11H . , EL 0HEASE - EA EMPtOYEB $ MOW It rider 0 6C.R� ; CRiTON( OPERATIONS below .�BDD EI_01 155-PQLiCK.tHRtT�i-�HD 1 OOICIriONOFOPOINAVEINS11jCAUIDNS,I CODE LICENSE VEHICLES HECOMIS$ 5221 -SWIMMING POOL CONSTRUCTION - # CPC -057282 AdileusiArmasSIAN I/ mmammunem Ieappline swim gene CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPT. 10050 N.E. 2ND AVE. MIAMI SHORES, FL 33138 SHOULD ANY OF TME ABOVEGESCRIBBOPOUOIESJIE CANCEL 1 ED SEFORE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN 11COORD iiGEWITHTHEPDLOMPROVISIONS. NuivoimEoimmesENIAlta ACORD•25 1 0111E -2015 ACORD r !s Feaerved The ACORD ea a addiogo we tnegistered maks of ACORD STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 ESPINOSA, LUIS AQUATIC ENVIRONMENTS 11767 S DIXIE HWY #203 PINECREST FL 33156 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and team more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We.constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CPC057282 t ISSUED? 09/01/2016 CERT COMMERCIAL PO.OUSPA•CONTR ESPINOSA, LUIS.,.` AQUATIC ENVIRONMENTS:,{ IS CERTIFIED under the pfovisions of Ch 489 FS. Expiration dale AUG 31, 2018 L1609010003877 DETACH HERE KEN LAWSON, SECRETARY �' ��STATE OF -FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER The COMMERCIAL POOUSPA CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489.FS. Expiration -date: AUG 31, 2018 ESPINOSA, LUIS_ r . AQUATIC ENVIRONMENT,,S� 11767 S'DIXIE HWY #203 PINECREST_ - .•FL33I56 • ti r ISSUED: '09!01!2016 ...al,— --� -- �� -- •—, I )DISPLAY -AS REOUlfiED-BY LAW -SEO# L1609010003877 c ?RD' CERTIFICATE OF LIABILITY INSURANCE 09 09/,3/20,6 THIS CERTIACATE 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 bolder is an ADDITIONAL INSURED, the poticyfiesj must be endorsed. If SUBROGATION' IS WAIVED, subject to the terms and conditions of the policy, certain Policies may require an endorsement A ata!>mft nt on this certdinbe does not confer rights to the certificate holder In lieu of such endorsemmntt(s). PROOF 3058260224": Insurance To Go Inc 10651 W Okeechobee Rd #201 Hialeah Gardens, FL 33018 cr Athena Menti' ^ EMI: 3058260224 WC Sok Ao ""Rrss, artenegnstogOus.com 11 'N AFFORDING COVERAGE SAKI %S/Rat A: ASSOCIATED INDUSTRIES INSURANCE 23140 INSURED L. ESPINOSA, INC. DBA AQUATIC ENVIRONMENTS 11767 S. DIXIE HWY. # 203 PINECREST, FL. 33156 INSURER B: imam c: INSURER 0: $ INSURERS: CLAMS -MADE PISINAERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR common OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO MCH TICS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE NSURANC£ 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. ' LIR TYPE OF INSURANCE y ,POLICYa most Lt11rl0�Yf1l�YY�I'I t�elS COSMIERc1AL GENERAL LIABILITY ,OCCUR EACH OCCURRENCE $ CLAMS -MADE DAMAGE TO REfITEb-- (F2 ocu+nae41 i _J GENT Ia:O EXP (Any ons person) S __. PERSONALS ADV INJURY $ AGGREGATE UNIT APPLES PER: POLICY n,EC I ILOC OTHER GENERAL AGGREGATE S PRODUCTS-COMPIOPAGG f 1 AUTOMOBILE UAMUTY ANY AUTO ALL OWNED AUTOS HIRED AUTOS - SCHEDULED AUTOS NON -OWNED ' AUT CddBWED GFNiI. E LAST AD Wider* S BODILY MANY (Per peaonJ S BODILY INJURY (Par scadent. t PROPERTY DAMAGE f f UMBRELLA uas I EXCESS USe • OCCUR CLAIMSMADE EACI? OCCURRENCE AGGREGATE f OED RETENTIONS $ A WORKERS ASO ANY OFFICERA (Mandatary S Yea DESCRIPTION COMPENSATION EMPLOYERS UABIUTY PROPIR=T'ORRAaTNEMEXECUTNE YIN. N/A AWC1025594 D9/12/2016 119/12/2017 / PER ' 0714 vieISTATUTE R E.L. EACH ACCIDENT f 100,000 ��''1 I I beide EXCLUDED? M MO Oe,a$,e under OF OPERATIONS E L. DISEASE - EA EMPLOYEE 3 100,000 rE L DSEASE - POLICY LIMEr 's 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS/ VENELES fACORO tet, MABsal Remerla Schedule, map be atfsrad M more 5223 Swimming Pool Construction Y spam masked) CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE 10050 NE 2nd AVE. MIAMI SHORES, FL. 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED W ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORED REPRESENTATNE ACORD 25 (2014101) III 1988-2014 ACORD CORPORATION: Alt rights reserved. The ACORD name and logo are registered marks of ACORD Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-283751 Permit Number: BPP -6-16-1829 Inspection Date: June 05, 2017 Inspector: Dacquisto, David Owner: GUSTINGER, KURT Job Address: 1551 NE 103 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: AQUATIC ENVIRONMENTS Permit Type: Pools/Whirlpools/Hot Tubs Inspection Type: Survey Final Work Classification: New Phone Number (305)751-5554 Parcel Number 1132050310210 Phone: (786)390-9029 Building Department Comments NEW SWIMMING POOL DECK. Infractio Passed Comments INSPECTOR COMMENTS False DInspector Passed (4,(1 (n �P Comments if) Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled re -inspection fee is paid. until For Inspections please call: (305)762-4949 June 05, 2017 Page 1 of 1 NORTH ?:QP l�,-.1!2: SKETCH Or SURV PREPARED BY: EDGUNTER GROUP, INC. LAND SURVEYING - LAND PLANNING FLORIDA CERTIFICATE OF AUTHORIZATION # LB 4507 9350 S.W. 22nd TERRACE MIAMI, FLORIDA 33165 (305) 220-0073 cie+Lof LEGEND: - CENTER LINE not s o 03AI303J •• • • ••• • •••• • • •••• • • •••• • • • •••• • • • •••• • i •••• • •• • • • ••• • .MT 5'OFLQjli. - SPOT ELEVATIONS - WOOD POWER POLE LIMITS OF PLAT HP 1/2" C P -oto —•— • ON •I .E ABBRE CBS CONCRETE BLOCK & STUCCO C.L.F. CHAIN LINK FENCE FIP FOUND IRON PIPE RES. RESIDENCE # NUMBER PL PLANTER O.U.L. OVERHEAD UTILITY LINE U.E. UTILITY EASEMENT (TYP) TYPICAL PRM PERMANENT REFERENCE MONUMENT CL CLEAR ID IDENTIFICATION CBS WALL N89°46'39"E 105.00' FIP 1/2" NO ID 0 •• • s • •••••CLOCKC •••• • •• • • • •••• •••• • • •••• w a • • .• • • • J o xo 2 o o c 03 a g a ¢aT r 10O.. 0' z i 8 J Q z 10.0' M 11 I .L_LLI.1 _1 I_1_LE LLLL.LL..I_L1_LLI Ll LL1. I i ii TILE i_i_i_i_1_i_ I SWIMMING P1. Jo..ii=i=DECKLL:i-i= L POOL w 7.95' (j _I_L_l_LI_I_L L 1_I 1. I_1. I. .IL11 L 11L_' rn I L_LL, LI I I 'Ll_LI W 11.95'o LLL 11. 11. 1_1 LL LL I I .L_L. 01 N .LILL_I__ L_LLl_LL_1�0� U1 11.7' o L LLLLLLLL LLLLLLLLL_LL I LLL_LI_LLI L_LLL_LLl_ Ll.. 1. l_LJ 1 1 1 1 1 Ll_LL L 1 1.1_L 1 L 1 1.1 1 L1 1 I. L I_I L_LL_LLI 1. L' 1 ',Ll_LL_I_ 1 Ll_LL. LLI_ 1_LL_L_LI_I_ _I_ .l 1 I_L' , I 1 L 1 - 1.. p L_LLLLI_l_ I_ LL I_ LI_L I_ Li LL_ l_ I. _1_ _ 1_I_I_L20.0 LI L. L_LI LLLLLLLLL - 3' 1 I LI _I Lr_I_L��{..IC. el_U7 /.3.. 1 I _L_LI_LLL_L_L. ill-Yp,3' 24.25'` co TWO STORY RES # 1551 FOYER ENTRANCE ELEV.: 7.65 FEET MAIN FINISH FLOOR ELEV.: 9.25 FEET GARAGE ELEV.: 5.80 FEET =7 18.4'/ LOT 19 BLOCK 6 n".� PAVER R 19 14.7' ss.,` r . N89°50'54' ‘. 92.0 15' PARKWAY Ln 0 O 0.4' 11.0' 0.2' CL LOT 20 BLOCK 6 FIP 1/2" LANNES & GARCIA UP -DATE: 06-01-2017 143rd°'S;TR'; .2D`..'ASPHALT.:PAVEMENT. NOT VALID WITHOUT SHEET 1 OF 2 (SHEET 1 OF 2 CONTAINS LOCATION MAP AND SURVEYORS NOTES) KURT & DONNA GUSTINGER 1551 NE 103rd Street Miami Shores, Florida 33183. JOB No.: 95-8066 SKETCH No.: 7407 DATE: 04-29-2016 SCALE: 1"=20' SHEET: 2 OF 2 • • ..••.• • .• I ;ETCHt OP S i VEI PREPARED BY: EGUNTER GROUP, INC. LAND SURVEYING - LAND PLANNING FLORIDA CERTIFICATE OF AUTHORIZATION # LB 4507 9350 S.W. 22nd TERRACE MIAMI, FLORIDA 33165 (305) 220-0073 LOCAT O\ V NOT TO SCALE LIMITS OF PLAT '6 17 T 18 •. • •.• . •• AP • • NE 103rd STREET • •• •• • ••. • •. •. ••• 1.••• •••• •••• • •�..: ROPE1 1DRES3 • •.•• • • • ••. • • , • • •L55I NE.103• Street 1,Tiarui Shores, Florida 33183. • • • • �• LEGAL L E•S•CeRIPTIO3: •••• T / 20 / / / N J Lot 19, an▪ ti tM East 5.00 feet of Lot 18, in Block 6, of REPLAT OF TRACT C MIAMI SHORES BAY PARK ESTATES; according to the Plat thereof as recorded in Plat Book 64 at Page 97 of the Public Records of Miami -Dade County, Florida. FOR: Kurt Gustinger and Donna Gustinger, husband and wife. SURVEYOR'S NOTES: 1) This survey was conducted for the purpose of a "Topographic Survey" only and is not intended to delineate the regulatory jurisdiction of any federal, state, regional or local agency, board, commission or other entity. 2) The accuracy obtained by measurements and calculations on this survey, meets and exceeds the Minimum Technical Standards requirements for a Suburban area (1 foot in 7,500 feet) as specified in Chapter 51-17, Florida Administrative Code. 3) The North arrow direction shown herein is based on an assumed Meridian. 4) Bearings shown based on an assumed meridian of N89°50'54"E along the front boundary line of the subject property. 5) In some cases graphic representation have been exaggerated to more clearly illustrate a particular area where dimensions shall have preference over graphic location. 6) Legal description was provided by the client and is subject to any dedications, limitations, restrictions reservations or easements of record. 7) Examination of the Abstract of Title will have to be trade to determine recorded instruments, if any, affecting the property; search of Public Records not performed by this office. 8) No effort was made by this office to locate any underground utilities and/or structures within or abutting the subject property. 9) This survey has been prepared for the exclusive use of the entities named hereon only and the certifications hereon do not extend to any unnamed parties. 10) Elevations shown referred to National Geodetic Vertical Datum (1929); Miami -Dade County bench mark No.: B-62, elevation: 8.74 feet. 11) According to the National Flood Insurance Program, the subject property falls in Community No. 120652, Panel No. 0306, Suffix L, Date of FIRM 09-11-2009, Flood Zone AE, based flood elevation: 9 feet. 12) Contact the appropriate authorities prior to any design work on the hereon -described parcel for Building and Zoning information. 13) Professional Land Surveyor and Mapper in responsible charge: Rolando Ortiz LS 4312, State of Florida. 14) This survey is not valid without the signature and the raised seal of a Florida Licensed Land Surveyor and Mapper. I hereby certify to I) Kurt Gustinger and Donna Gustinger, husband and wife; 2) Fidelity National Title Insurance Company; 3) HSBC USA, N.A., its successors and/or assigns, as their interest may appear; 4) Pathntan Lewis, LLP; that the Sketch of Topographic Survey of the described property is true and correct to the best of my knowledge and belief, as recently surveyed and platted under my direction; also that meets the Minimum Technical Standards set in Chapter 5J-17, Florida Administrative Code, pursuant to Section 472.027 Florida Statutes. By: Profess! & Map do Ortiz LS 4312 nal Land Surveyor r, State of Florida. UP -DATE: 06-01-2017 NOT VALID WITHOUT SHEET 2 OF 2 (SHEET 2 OF 2 CONTAINS SKETCH OF SURVEY) KURT & DONNA GUSTINGER 1551 NE 103rd Street Miami Shores, Florida 33183. JOB No.: 95-8066 SKETCH No.: 7407 DATE: 04-29-2016 SCALE: 1"=20' SHEET: 1 OF 2 .... • .. .. . . . • • .. • • • • •• •• •• •• • • • • •• •••• •• • • •• •• . •. • • ••• • •• • • •. • • • • • •. • EASTCOAST TESTING & 4100 North Powerline Rd. - Suite G-1 Pompano Beach, Florida 33073 Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 ENGINEERING JNC. ••• ••• •• ••• 416.coptcnobee +v. }Suite 4-5o -5• Viet Patin B "ah, F(drida 44405. • (954).972.SOIL FACSIMILE #954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET MAY 19, 2016 • •• • • • •• ••• •• • • • • • •• • • • • • ••• •• REPORT OF GEOTECHNICAL EXPLORATION & ENGINEERING ANALYSIS - RECOMMENDATION FOR KURT GUSTINGER PROPOSED NEW RESIDENTIAL POOL 1551 NE 103 STREET MIAMI SHORES, FLORIDA DADE COUNTY, FLORIDA • THRESHOLD/SPECIAL INSPECTIONS, BORINGS. DENSITY, CONCRETE. ASPHALT, ETC. A "GEOTECHNICAL TESTING LAB" .. . • • . • • • ... . . . . • • •• • •. •• • •• •. •. • . . • •.•. •. • • •. • • •• ... • . . .. • • EASTCOAST TESTING & ENGINEERING, INC. . • • • • • 4100 North Powerline Rd. - Suite G-1 4361iOkegchobee B#rd.-•Suirte A' S. Pompano Beach, Florida 33073 West Pg/tn BenU, Fprida .313.409• • Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 (954).972.SOIL FACSIMILE #954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET May 19, 2016 Report of Engineering Evaluation for: Kurt Gustinger Project : Proposed Single Family Residential Pool Location : 1551 NE 103 Street Miami Shores, Florida Dade County, Florida To Whom it May Concern; •• • • • •• ••• •• • • • • • • •• • •• • • • • • ••• •• • As per your request EastCoast Testing & Engineering, Inc. performed the standard penetration test boring at the above reference location. The purpose of this investigation was to provide information concerning the site and subsurface conditions in order to provide site preparation and foundation design recommendations for support of the proposed construction. This report presents our findings and foundation recommendations. It is our understanding that plans for this project consist of a new single family residential pool to be constructed of reinforced gunite construction. Elevation for the test boring was not furnished at the time of our subsurface exploration. Finished floor elevations were not furnished. Major intersections for this project are east of Biscayne Boulevard, (US 1) and south of Griffing Boulevard, (NE 107 Street) in Miami Shores, Florida, Dade County, Florida. STANDARD PENETRATION TEST BORING The location for the test boring was determined by our drill supervisor and is indicated on the test boring report logs. A review of our test samples recovered indicate that beneath the surface the upper levels of subsoils consist of organic sands with roots, (topsoil) to a depth of +/-2.0 feet below grade. Below this upper layer were medium dense fine -medium grained sands and limestone fragments, and silty limestone fragments to +/-5.0 feet. Below these subgrade soils our boring discovered layers of organic silts, (muck), and organic silty sands in a very loose consolidated condition which continued to +/-12.5 feet below the existing surface grade elevation. Underlying these deleterious subsoils were multifarious stratums of limestone fragments with little fine -medium grained sands primarily in a medium dense state of relative consolidation which extended to -30.0 feet below the existing land surface grade. These moderately dense weathered limestone formation terminated our subsurface exploration at thirty feet, maximum penetration. THRESHOLD/SPECIAL INSPECTIONS, BORINGS, DENSITY, CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" • •• • • • • • • • . • • . • . . •. .. .. • . •• • . . •.. •. • • • • .• • • •. •. • • • EASTCOAST TESTING 4100 North Powerline Rd. - Suite G-1 Pompano Beach, Florida 33073 Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 & ENGINEERING, INC. • . • • • • 4361'Okeechobee Bvd. -•Suite Ai, . . . . . . . . . . WeSt PSI? Bepgp, FLorida .33.409. • (954).972.SOIL FACSIMILE #954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET Page #2. Lab #7101720 1551 NE 103 Street Miami Shores, Florida • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• The natural ground water table was discovered to exist at an elevation of +/-4'9" below the existing natural ground surface at the time of our boring. Fluctuation in the observed groundwater levels should be expected due to rainfall variations, seasonal climatic changes, construction activity and other on-site specific factors. The general location and nature of the proposed project, the thickness and depth of the very loose compressible organic silt, (muck) and the existence of nearby structures precludes the use of conventional foundation methods. We therefore recommend that all proposed structures and slab -on - grades be supported on auger pilings. Pressure grouted auger cast piles can be used to transfer building loads to a minimum depth of -30 feet below the existing grade or to refusal conditions. A summary of the auger cast piles compression, tension, (uplift), and lateral load capacities for the structures are shown in Table 1. The 2014 Florida Building Code requires that a pile load test is needed for pressure grouted auger -cast pile capacities designed over 36 tons. A pile load test will not be required for this project. Auger cast piles installed in groups should have a minimum center -to -center spacing of 3 to 3.5 times the pile diameter. The maximum compressive load on any auger cast pile due to mislocation shall not exceed 110 percent of the allowable, (working) design load. Table 1: Summary of Auger Cast Pile Load Bearing Capacity Auger Cast Pile Capacities Auger Cast Pile Diameter -10 -Inch Auger Cast Pile Diameter -12 -Inch Auger Cast Pile Diameter -14 -Inch Pile Tip Depth Below Grade, (feet) 30 30 30 Allowable Compression Load, (tons) 17 25 30 Allowable Tension Load Capacity, (tons) 8 12 15 Allowable Lateral, (Horizontal) Load Capacity, (tons), Fixed Head 1 1 2 THRESHOLD/SPECIAL INSPECTIONS, BORINGS, DENSITY CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • •• •••• •• • •• • • •• •• • •• •• •• • • ••• • •• •• • • ••• EASTCOAST TESTING & ENGINEERING, INC. • • • • • • 4100 North Powerline Rd. - Suite G-1 43i1;OievitobgeBk. -*Sure AiS• Pompano Beach, Florida 33073 Wps't PaJM Ben*, 1Wrida ,x•409• • Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 (954).972.SOIL FACSIMILE #954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET Page #3. Lab #7101720 1551 NE 103 Street Miami Shores, Florida • •• • • • •• ••• •• • • • • • • •• • • • • • ••• •• • Table 1: Summary of Auger Cast Pile Load Bearing Capacity, (continued) Auger Cast Pile Capacities Auger Cast Pile Diameter -12 -Inch Auger Cast Pile Diameter -14 -Inch Auger Cast Pile Diameter -16 -Inch Pile Settlement, (inches) 0.5 0.5 0.5 Required Pile Grout Strength, (psi) 5,000 5,000 5,000 The above calculations are based upon conditions noticed in the field at the time and locations of the borings. Situations in the field may require the pile tips elevation to be changed if a premature refusal condition is met. The installation of the auger piles shall be witnessed by a Geotechnical Inspector from this laboratory or the engineer who will confirm compliance with depth requirements, bearing capacity, continuity of grouting, grout factors, procedures, pile locations and reinforcement details. For your convenience we have included a set of pressure injected auger piling specifications for your use. Pressure Grouted Auger Piling Installation Specifications 1. Piling shall be constructed by rotating a continuous flight hollow stem auger to the required depth. Diameter of the auger flights shall not be less than the specified piling diameter. 2. Piling shall be installed within 1% of vertical or batter alignment, and within three inches of the specified plan location. 3. Piling should have a minimum design center to center spacing of 3 pile diameters. THRESHOLD/SPECIAL INSPECTIONS, BORINGS, DENSITY CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" • • • •• •• .• • • • •• • • • • • • • ••• •• •• • •• • • • •• • •• •.• •• • • • • • • • • • • 1 • • ••• EASTCOAST TESTING 4100 North Powerline Rd. - Suite G-1 Pompano Beach, Florida 33073 Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 & ENGINEERING, INC. • •. •. • • • . •• • 43¢1;0/.4•(4cHobe$• Biotic -•Suige A;5 • Wej PQM BOO, Iljltida m09• • (954).972.SOIL FACSIMILE #954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET Page #4. Lab #7101720 1551 NE 103 Street Miami Shores, Florida •• • • • •. ••• •• • • • • • • • • • •• • • • • • ••• •• 4. Piling reinforcing shall be designed by the project structural engineer. Piling contractor will equip and place reinforcing with spacers to insure a minimum of 3 inches of concrete cover between the primary pile reinforcing and the outer edge of the piling. Piling shall have a minimum concrete grout strength of 5000 psi in 28 days. 5. During piling production the cement grout shall be tested for compressive strength twice daily. One test shall be taken during the morning's production, and one test during the afternoon's production. 6. Pressure injected auger piling shall not be installed closer than six feet on centers until initial cement grout set has occurred, plus an additional 4 hours. 7. Following the pile drill process, pumping of fluid cement grout shall be started immediately. A minimum of 7 feet of cement grout head shall be achieved and maintained prior to and during the auger withdrawal. Piling shall be grouted with a pump capable of sustaining constant pressure sufficient to fill piling during auger withdrawal and maintain required head of grout. 8. Contractor shall provide metal sleeves of specified diameter for pilings with cutoffs above the existing ground surface at time of piling installation. 9. The minimum volume of grout placed in a piling shall be equal to or greater than 130% of the theoretical volume of the piling. 10. Any piling which do not conform to these specifications shall be immediately re -drilled and re -grouted. Piling which must be re -grouted more than once should be brought to the attention of the structural engineer of record. 11. The installation of the production piling shall be monitored by a Registered Geotechnical Engineer or his representative for compliance to these specifications. THRESHOLD/SPECIAL INSPECTIONS, BORINGS, DENSITY CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" • . • •.• • • • ... • • •• . .• •. • • •• •. •. • . . • • •... • . • •. • •• . • ... . •• •. • . ... EASTCOAST TESTING 4100 North Powerline Rd. - Suite G-1 Pompano Beach, Florida 33073 Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 & ENGINEERING., INC. • • • • 4361 OJ gpt.pooee ah *; 9vite:A-9 • • Wett Pa?rp'Bea411,.Flbrlda 3�jQ9 • . • (954).972.SOIL FACSIMILE #954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET Page #5. Lab #7101720 1551 NE 103 Street Miami Shores, Florida HELICAL PIERS ALTERNATIVE •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• As an alternative to pressure injected auger cast piling it is our professional opinion the proposed pool and all ancillary structures can be supported and designed with a deep foundation system of helical piers. Based on our boring performed and test borings performed in the area, we estimate that a 12-14 inch helical foundation anchor installed to a minimum vertical distance of +/-25-30 feet below the surface will provide an allowable compressive capacity of +/-30 kips, (working loads) with an ultimate bearing capacity of 60 kips, and a tension capacity of ten kips. We recommend the helical sections be hot dipped galvanized, (ASTM A153) and bolted, (B) and/or welded, (W) connections. The shaft O.D. (Inches) shall be a minimum of 3.50 inches. The shaft wall gauge shall be a minimum of 0.25 inches. The specific design of the piers should be left up to the speciality contractor and structural engineer with respect to location, depth and load bearing capacity. Pier capacity is directly dependant upon helix size and spacing and the subcontractor will be able to provide the most cost effective combination of helix sizes and depths. It is recommended that two, (2) test piers be performed prior to full production to determine the approximate depths and size of the helicals. Shall the design compression capacity not be achieved at the depth specified additional helical piering sections will be installed in order to conform to the design criteria. The design of the piers should be left up to the speciality contractor and the structural engineer as required. Should a geotechnical engineer from this office inspect the installation of the helical piers a Foundation Certification will be submitted upon satisfactory completion. PIN PILE ALTERNATIVE As an alternative to a deep helical pier foundation system, we recommend that ancillary structures can be supported utilizing a foundation system of pin piling. We anticipate that a 3.5 inch, (3.0" I.D.) pin pile installed to refusal conditions will yield an allowable bearing capacity of 10 kips. Pile length, however should be determined by driving a minimum of two, (2) test piles on the site to determine the pile depth with respect to pile diameter and hammer type. THRESHOLD/SPECIAL INSPECTIONS, BORINGS, DENSITY CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" • • 0410 • • • •0• •• •• • • • •• •• • • • • •• •• •• • • • • • • •• 000 • • • • • • • • • • • • • • • 00, • • • • 000 EASTCOAST TESTING & ENGINEERING., INC. ... • • • 41 : • • • 4100 North Powerline Rd. - Suite G-1 Pompano Beach, Florida 33073 Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 436: Qkq dbee.BItOt.; 9uitlA-q•• Wes gfBeaC4,Flbeda 33gQ9••• (954).972.SOIL FACSIMILE #954-9718872 • • • • • •• 41 41 41 ESTABLISHED 1981 • • • • • ETE@BELLSOUTH.NET• • • • • • • • Page #6. Lab #7101720 1551 NE 103 Street Miami Shores, Florida We recommend that these piles have a minimum wall thickness equivalent to schedule 80. All pin piling shall be hot dipped galvanized. The sections of the piling should be welded to the outer collars to insure the structural stability of the piling. Once the piles are installed, they may be filled with 4000 psi concrete grout and attached to the proposed foundations with either embedded reinforcing, or top plates. This decision and detail are the responsibility of the project structural engineer. The piling should be installed with a Rhino Model 140 pneumatic jack hammer, (90 pounds minimum weight) or approved equal, capable of advancing the piling to the required depth, (refusal). Refusal conditions are determined with less than 0.1 inches of movement in one minute of driving. Piling installed in accordance with these recommendations will provide an allowable compressive capacity of 10 kips. Should a geotechnical engineer from this office or his representative inspect the installation of the pin piling a Foundation Certification will be submitted upon satisfactory completion. Report Limitations This consulting report has been prepared for the exclusive use of the current project owners and other members of the design team for the above referenced project site location. This report has been prepared in accordance with generally accepted local geotechnical engineering practices; no other warranty is expressed or implied. The evaluation submitted in this report, is based in part upon the data collected during a field exploration, however, the nature of extent of variations throughout the subsurface profile may not become evident until the time of construction. If variations then appear evident, it may become necessary to reevaluate information and professional opinions as provided in this report. In the event changes are made in the nature, design, or locations of the proposed structures, the evaluation and opinions contained in this report shall not be considered valid, unless the changes are reviewed and conclusions modified or verified in writing by EastCoast Testing 8 Engineering, Inc. THRESHOLD/SPECIAL INSPECTIONS, BORINGS, DENSITY, CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" • •• • • • • • • • ••• • • • ••• • • •• • •• •• • • •• •• •• • • • •• • •••• •• • •• • •• • •• •• • ••• • • •• • • ••• EASTCOAST TESTING 4100 North Powerline Rd. - Suite G-1 Pompano Beach, Florida 33073 Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 & ENGINEERING., INC. ••• •• • 436! Qkg AbeerBlit.; 9uit•i A-5 • • WeAtrilpfBea0,,FIbifda 3.3K19• .• (954).972.SOIL FACSIMILE #954-9718872 ESTABLISHED 1981 • ETE@BELLSOUTH.NET Page #7. Lab #7101720 1551 NE 103 Street Miami Shores, Florida •• • • • •• ••• •• • • • •• • • • • • ••• •• The Standard Penetration Test ASTM D-1586 The Standard Penetration Test is the most commonly employed tool utilized to identify in-situ subsurface soil conditions. The "N" values obtained from the boring provide an accurate estimation of internal soil characteristics such as relative density, internal shear strength, angle of internal friction, and the approximate range of the soil's unit weight. These "N" values represent the resistance of a 2 inch diameter split spoon sampler driven by a 140 pound hammer free falling 30 inches. Each drive of the 24 inch long split spoon is divided into four six inch increments. The second and third increments are totaled to produce the "N" value found on your report. The Standard Penetration Test also allows for the recovery of soil samples which are returned to our laboratory and visually examined and classified. The SPT samples are available for laboratory testing if requested. Samples are generally held for 30-90 days unless otherwise directed by the client. An approximate ground water table is obtained from the borehole upon completion of the drilling procedures. This water table is useful in the general evaluation of particular soil conditions, and may give the contractor some insight into what can be anticipated during construction. It should be noted that the ground water level will fluctuate seasonally. This level may also be affected by local drawdowns, soil conditions, and the watersheds contribution to the underlying aquifer. It should not be construed to be a measure of the soils permeability, or of the dewatering characteristics of the site. Although the standard penetration test is one of the most reliable methods used to identify soil characteristics and types, it may only represent a small fraction of the materials actually deposited at the site. As is common industry practice, we have assumed a uniformity of profile between borings to provide a subsoil profile for engineering purposes. This profile is strictly based on the data obtained from the borings, and if unusual or varying conditions are found we should be notified immediately. A test is expressly representative of the immediate location tested, and the reliability of the conclusions are a direct result of the quantity of tests performed. Any variation in location may reveal similarly some changes in the depth, thickness, texture, and conditions of the stratum encountered. THRESHOLD/SPECIAL INSPECTIONS, BORINGS, DENSITY CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" • • •.• . • • • • • • • • • • • • • • •• •• •• • • • •• ••• • • • • . • • • • • 000 • • • . • . • • • • . • EASTCOAST TESTING 4100 North Powerline Rd. - Suite G-1 Pompano Beach, Florida 33073 Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 & ENGINEERING., INC. ••• •• •• •.. 4361 gkgc�cipobee•B/•; 9uiteA-5 • • WeArPMgf Bea{d,Flbllda 343V99• • • (954).972.SOIL FACSIMILE #954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET Page #8. Lab #7101720 1551 NE 103 Street Miami Shores, Florida • .• • • • •• ••• •. • • • • • • • • • • • • • • 000 • • • Unless specifically stated otherwise, and specifically directed and prearranged by the client, all elevations are taken with respect to the existing ground surface at the time of testing. Boring locations are usually obtained in the field by pacing off distances and approximating right angles to landmarks and property corners. More precise locations may be obtained from on site surveys and placement of the boring locations by a Land Surveyor, Registered in the State of Florida. These services are provided at additional costs and are beyond the scope of this report. The data presented herein was obtained for the specific purposes stated in this report, and should not be misconstrued to apply to any other circumstance, project, or ancillary use unless so specified and addressed by the engineer of record. Thank you for using EASTCOAST TESTING AND ENGINEERING, INC., for your geotechnical needs. Should you need further assistance with this or any other project, please contact this office. Respectfully Submitted; EASTCOAST TESTING & ENGINEERING, INC. Certificate of Authorization #3425 5/19/2016rill • Mohammed . Hai, P.E. Craig Smith, President Senior Geotechnical,Engineer Florida Registration No. 59345 f.•1wpdocs 7101720.kg.cscores.cs.mh THRESHOLD/SPECIAL INSPECTIONS, BORINGS, DENSITY, CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" • • ••• • • • •.. • • • •• • • • • • • • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• • • • • • •.• • • • • ••• EASTCOAST TESTING 4100 North Powerline Rd. - Suite G-1 Pompano Beach, Florida 33073 Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 & ENGINEERING, INC. • • • . • 436:1 Qkgbch8b4B/k- Suitt A -i• • W44tP51p1 Beat& FlQ19da 09', • (954).972.SOIL FACSIMILE #954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET • •• • • . •• ... •. • • • • •• • • • • • ••• •• • • TEST BORING REPORT LABORATORY CLIENT: PROJECT: PROJECT ADDRESS: BORING LOCATION: GROUND NUMBER: 7101720-A BORING NUMBER: CUSTOMER # CREW CHIEF: DRILLER: DRILL RIG # CASING: 1 KURT GUSTINGER PROPOSED SINGLE FAMILY RESIDENTIAL POOL H.E. 1551 NE 103rd STREET - MIAMI SHORES, FLORIDA 33138 A.M -15' SOUTH & 15' WEST OF THE SE PROPERTY CORNER SIMCO WATER: 4'9" DATE: 05/17/16 ELEV: N/F 3" SURVEY NOT GIVEN UNLESS NOTED: (B.E.G.) BELOW EXISTING GRADE LOCATIONS: - APPROX UNLESS STAKED DEPTH FEET (SAMPLE NUMBER 'BORING NUMBER: 1 PAGE NUMBER: 01/02 N VALUES SPT BLOWS PER 6" VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487 DEPTH 1 1 DARK GRAY ORGANIC SAND WITH ROOTS, (TOPSOIL) 0.0-2.0' 2 1 1 2 1 6 3 2 DARK GRAY FINE -MEDIUM GRAINED SAND & LIMESTONE FRAGMENTS, (SP -GP 2.0-3.0' 23 5 11 4 3 GRAY SILTY LIMESTONE FRAGMENTS, (GM) 3.0-5.0' 12 7 5 7 4 4 6 4 VERY DARK GRAY ORGANIC SILT, (MUCK) - PT 5.0-11.0' 3 2 7 2 2 1 8 1 1 9 3 1 2 10 1 11 2 1 1 12 5 DARK BROWN SILTY SAND SOME LIMESTONE FRAGMENTS, (SM) 11.0-12.5' 1 5 13 12 3 4 14 6 LIGHT GRAY -TAN LIMESTONE FRAGMENTS LITTLE SAND, (GP) BORING CONTINUED 12.5-16.0' 8 16 15 38 18 25 16 13 10 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2" O.D. SAMPLER WITH A 140 LB. HAMMER FALLING 30" SOIL INVESTIGATION & SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL 'PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS.THE OWNER, ARCHITECT AND/OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CERTIFICATE OF AUTHORIZATION #3425 44. AWtv:f 5/19/2016 MOHAMMED A: HAI, "P.E. SENIOR GEOTECHNICAL ENGINEER FLORIDA REGISTRATION No. 59345 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS 'FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING 6 ENGINEERING. INC. all CRAIG SMITH, PRESIDENT THRESHOLD/SPECIAL INSPECTIONS, BORINGS, DENSITY CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" • • S.. • • • .•• .• •. • . . .• .. • • . • •• •• •• • • • . • • •• •••• •. • • • • • • S • • • • • • ... • • . • ••l EASTCOAST TESTING & ENGINEERING, INC. . .. . • • 4100 North Powerline Rd. - Suite G-1 4311 Qkfe hoberBlyd. - Suite A 5, • Pompano Beach, Florida 33073 MO ? Pap Be$WjI, PIQPida MOS • • Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 (954).972.SOIL FACSIMILE #954-9718872 ESTABLISHED 1981 •. • ETE@BELLSOUTH.NET .. • • . •• •S. .• . • • • . • • • • • .. •• • . TEST BORING REPORT LABORATORY CLIENT: PROJECT: PROJECT ADDRESS: BORING LOCATION: GROUND NUMBER: 7101720-B BORING NUMBER: CUSTOMER # CREW CHIEF: DRILLER: DRILL RIG # CASING: 1 KURT GUSTINGER PROPOSED SINGLE FAMILY RESIDENTIAL POOL H.E. 1551 NE 103rd STREET - MIAMI SHORES, FLORIDA 33138 A.M —15' SOUTH & 15' WEST OF THE SE PROPERTY CORNER SIMCO WATER: 4'9" DATE: 05/17/16 ELEV: N/F 3" SURVEY NOT GIVEN UNLESS NOTED: (B.E.G.) BELOW EXISTING GRADE LOCATIONS: -- APPROX UNLESS STAKED DEPTH FEET SAMPLE NUMBER BORING NUMBER: 2 PAGE NUMBER: 01/02 N VALUES SPT BLOWS PER 6" VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487 DEPTH 17 7 LIGHT GRAY -TAN LIMESTONE FRAGMENTS LITTLE SAND, (GP) 17.0-20.0' 20 9 9 18 11 8 19 14 14 8 20 6 21 8 LIGHT GRAY -TAN LIMESTONE FRAGMENTS LITTLE SAND, (GP) 20.0-25.0' 14 6 6 22 8 6 23 17 9 8 24 9 8 25 25 9 11 26 9 LIGHT GRAY -TAN LIMESTONE FRAGMENTS LITTLE SAND, (GP) 25.0-30.0' 14 10 27 22 12 11 28 11 14 29 28 13 16 30 12 10 31 BOTTOM OF BORING @ 30.0 FEET 32 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2" O.D. SAMPLER WITH A 140 LB. HAMMER FALLING 30" SOIL INVESTIGATION 8 SAMPLING BY AUGER BORINGS: A.S.T.M. D 1952/STANDARD PENETRATION TEST:ASTM D1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL 'PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS.THE OWNER, ARCHITECT AND/OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CERTIFICATE OF AUTHORIZATION #3425 442k12. 5/19/2016 MOHAMMED A. HAI, P.E.- SENIOR GEOTECI'(NICAL ENGINEER FLORIDA REGISTRATION No. 59345 CRAIG SMITH, PRESIDENT THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS 'FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EAS TC OAST TESTING 8 ENGINEERING. INC. THRESHOLD/SPECIAL INSPECTIONS, BORINGS, DENSITY CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" • • •• •• • • • • • • • • • ••• • •• • • • • • • ••• • • • ••► • • • • ••• •• •• • • • • • • • • • • ► • • ••• EASTCOAST 4100 North Powerline Rd. - Suite G-1 Pompano Beach, Florida 33073 Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 TESTING & ENGINEERING, INC. • .. • • 4361 Qkge h0be Blyd.. Suite A -i•• WW$t•Palpf Bear& FtwIda Ri•09' • • (954).972.SOIL FACSIMILE #954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET SITE LOCATION MAP • •• • • • •• •e• •• • •• • • • • • • • • • • 111•• • • ,l -ower -side 1 errace 1 A k• Jig Or ail 4 e4 ® 2016 Google PROPOSED POOL KURT GUSTINGER 1551 NE 103 STREET MIAMI GARDENS, FL Google earth THRESHOLD/SPECIAL INSPECTIONS, BORINGS, DENSITY, CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" AQUATIC. ENVIRONMENTS By L. Espinosa, COMMERCIAL & RESIDENTIAL SWIMMING POOL CONTRACTOR t 1767 SOUTH D1X1E !-TWX. PI ECRESTW FLORIDA 33,1`56 #203 TEL 786.390-9029 SWIMMING. POOL PROPOSAL CPC: 057282 PAGE 2 TO: KURT GUSTINGER 1551 N.E. 103 ST. MIAMI SHORES, FL. 'DATE: MAY 17, 2016 RE: SWIMMING POOL PROPOSAL CONSTRUCTION of a: 14'X 32' w/ Tanning ledge ( 426 SQ. FT.) , swimming pool depth 3' to -6', Shell' thickness 6" walls and LO floor w/Double matt of # 4 steel @ 9" on center. 10" Extended Top Beam for larger coping. 100% concrete-SIIOTCRERTE CONCRETE construction. Pilings Installation by 4wnr —directly with pile contractor. Caa:struct an 14'w X 3'h wall{ w/a:.4' Shear Cascade into step area. Finished with-a•natural` stone ogt wall Wall stone allowance is $ 5.00 sq. ft. for material. Engineering plans: Pilings Design and permits included in contract. Install a 3" well for water drainage & Water pumping control included. All existing brick deck to be removed & discarded. EQUIPMENT: install a Pentair CC -200 cartridge filter w/ a 2 Sup. One speed pump w/ PVC valves. 3- LED 25 watt Pentair 12 volt color glow -bright Lights inpool. All equipment on prefab cement slab, 2- skimmers, dual anti -hair entrapment anti -vortex maindrains, 6- surface returns, 2 -floor returns, a vacume wall dine w/ vac lock fitting. Finishes: A Travertine Stone 12" X 24" Straight edge Stone coping set on 10" pool beam, A 6 " Glass waterline tile border and a Diamond Brite exposed aggregate interior finish light colors only. All chemical start up and instructions included. Coping allowance @ $ 4.00 per Sq. ft. Waterline tile allowance @ $ 6.00 per Sq. ft. ELECTRICAL- all permits, pooh bonding, light conduit, transformer, Outdoor 'Timer control electrical hook up to all equip. from adequate house panel within 25ft. of Equip. DECK: Install 800 sq. ft. of 12''X'24' Traverine Pavers over compacted sand @ S.50 sq. ft includes& Includes: Installing Owner provided Salt Chlorine generator & Heaterj No gas connection) Fence at east side will be removed/not reinstalled or wall at east side for access will be removed, not reinstalled. All trees & plants to be removed by Owner for equipment access. NOTE: Modification Ito fence :Gates & window/door alarms are not included, Existing Fence remains as is. All Barrier requirements are by Owner. COMPLETED POOL & DECK $ 32,800.00 . PAYMENT SCHEDULE: 10 % DEPOSIT FOR PLANS & PERMITS / 20% @ START OF EXCAVATION / 20% @ START OF SHELL POUR / 10% @ START OF ROUGH PLUMBING / 10% @ DECK TILE DELIVERY /' 1:0% AT DECK INSTALLATION / 15% @ EQUIP. SET / 5% @ FILLING OF POOI. HOLDS 500.00 FOR FINAL INSPECTIONS. (NOTE IF FINALS ARE DELAYED DUE TO ANY OWNER. REQUIREMENTS- $500.00 PAYMENT WILL NOT BE WITHHELD). ALL WORK IS GUARANTEED FOR A PERIOD OF 1 YEAR- CONCRETE SHELL STRUCTURE IS WARRANTEED FOR 5 YEARS AGAINST ANY DEFECTS SEE PG.1 ANY REPAIRS TO LANDSCAPING DUE TO CONSTRUCTION WILL BE BY OWNER. GRASS O,R.L f; DSCAPING REPLACEMENT BY OWNER SURVEY REQUIRED BY CITY RS: ANY UNDERGROUND LINES TO BE RELOCATED AT REAR YARD ARE BY NY CITY BONDS RFQQUIRED-W1.L BE PLACED :BY OWNER. C • NT - • CTO • •• • • • . • • . • •• ••• •• • • OWNER .0 12�T & UST N aiER_, DATE •w 9 • • - ~ • • . �. • • •/ • • • • ▪ w •• • • • .• • • • •• • . • • • • • • • ••• w • • • ••• • •+ • • • • • • • •.. • • • • • w • • • • • M • • r • ••• • • • •.• w . • . • . • • • •• •• 20161 * ALJGFR CAST PILES * HELICAL PILES * PIN PILES * J.L.U. ENTERPRISES, INC. 2800 NW 32 Avenue, Miami. FL 33142 WWW.JUIPILES.COM Ph : 305-696-3611 Fax; 305-696-3908 info@jlupiles.com RECEIVED KT 17 7Q16 Contract .J111 " 28. 20 (- Paee 1 of 2 Aquatic Enviroments Pool & Patio Specialists Project: Ciustinger Residence Attn: Mr. Kurt 1551 NE 103 ST 11 767 S Dixie H‘‘y Miatni Shores, FL Miami. FL 33156 Phone: (305) 333-8780 Email: gustingersaol.com Article 1: Specifications (please initial 1.1 We hereby submit specifications and estimates for the installation of: 12 Helical piles as specified below. 1.2 12- Helical piles are series PH300- 3.5- OD double helix. Depth of pile \111 vary and will terminate when proper torque is achieved to reach the desired capacity of 15 tons. Paired with a 12" x12x -Y4" steelfilate with (4)3/4" x 6" Headed Studs. $ 845.00each (up to 28' in ien2th *Piles deeper than hid length will be charged at S25.00 per ft A -ti le 2: Excluded rovided bv other ease itial) 2,1 Engineering layout; including pile location and elevation calculation. • 2.2 Location. protection, removal or replacement of underground or overhead obstructions including utilities. building, lighting. sprinklers. A/C unit, water heater, pool pumps. etc. • 2.4 A tirtn dry level site for our equipment and concrete trucks. • 2.5 Outlet water supply of" hose bib with -in 1.00' of our drill rig. 2.6 Working grade vill he prepared by owner. Any dipping or sonotube required to achieve desired elevation by other. 2.7 Not responsible for any damage to sidewalks/driveways/etc from equipment placement. • 2.8 Any demolition and concrete cuttine necessary to place pile caps andlor brackets. Article 3: included (please initial) • 3.1 One mobilization, installation of piles, all laborand materials. • 3.2 Liability and work's cornp insurance certificate. (Additional Insured Add $300.) 3.3 Gco-tech Engineer monitoring of installation and certified pile • 3.3 Any dipping required to achieve desired elevation by JLU. (Pile dipping down to -12 from working grade) age 2 of 2 Article 4: Chani.tes in base bid (please initial) 4.1 Add piles at S unit prices listed above * 4.2 Deduct piles at $ 422.50 less than unit prices listed above(during same mobilization) 4.3 For piles longer than: 28' add: S 25,00 per In ft 4.4 Stand by time ‘vill be charged at S 450 per hour. 2 hour travel time. 4 hour minimum, Article 5: Payments and conditions 5.1 Final payment is due upon completion. Payments not received within the terms described above shall accrue interest at 1.5% per month. (ANNUAL RATE IS IS%) Engineering logs will be released upon final payment. 5.2 All expenses incurred as a result of non-payment, including reasonable attorney's fees and cost. shall be paid by customer. Venue for all legal actions shall he exclusix ely m Dade County. Honda. 5.3 This proposal is subject to acceptance within 30 days and can be modified or voided thereafter at the option of.l.L,t.j. Enterprise. Inc. 5.4 Facsimile of this contract shall be deemed a valid counterpart of the original, (Proposal based on equipment accessibility) Rase Bid amount: 12 Helical Piles @ $ 845.00 each 5; 10340.00 Geo -tech monitoring, signed & sealed pile ,, .... ............... $ 350.00 Total Base:.......... ...... . ... .. ..... ........................ . . $ 10,490.00 Payment terms: Balance within 30 days * No retainer to be held * tris Lopez. V. President Acceptance of contract: the above prices. specifications and conditions are satisfactory and are hereby acc pied. You are authorized to do the work as specified. Payment will be made as outlined. Date: Title: Signed: We appreciate the opportunity to quote on this project. lf you should have any questions or ifwe may he of further service, please contact the undersigned at your convenience. Best Regards, Enterprise, Inc 10/17/2016 RECEIVED OCT 171016 Dear Ismael, Re: 1551 ne 103r° st Please be advised that I am providing the salt chlorinator and the heater if reference to the pool permit you are reviewing. Second, attached find contract requested from the piling company. If any question on approving the pool permit please advise. Kurt Gustinger 3205-333-8780 SP() --[829' 71D 'aril Shores Viiiage 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 -2-e J ►. A 2e, Miami Shores Village Building & Zoning Department Attention: Building Official I certify that 1 am the legal owner of the property described as 11-3205-031-0210 , located at 1551 NE 103rd Street Miami Shores In accordance with Section 33-12(f), Code of Metropolitan Dade County, 1 certify that l understand and agree that the swimming poor 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. 1 further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting and approved barrier prior to al inspection and use of the pool.. Legal Owner K lirGustinger Note: This certification is to be submitted with a swimming pool permit application in duplicate. Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 6516711 BUSINESS NAME/LOCATION AQUATIC ENVIRONMENTS 11767 S DIXIE HWY 203 PINECREST, FL 33156 OWNER AQUATIC ENVIRONMENTS C/O ESPINOSA LUIS Worker(s) 1 RECEIPT NO. RENEWAL 6787056 LBT EXPIRES SEPTEMBER 30, 2017 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS 196 SPECIALTY PLUMBING CONTRACTOR CPC057282 PAYMENT RECEIVED BY TAX COLLECTOR 45.00 09/29/2016 ECHECK-16-181060 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holders qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. MIAMI D For more information, visit www.miamidade.govfaxcollector • • ••• • • • ••• • • • • • • • • • • • • • • • •• • • • •• ••• • • • • • • •• • • • • • • • • • • • • • • 0410 f i • •• • •• Miami • �pr�� •• :Hage: :'• • •• • •• Ejep rtment 10D60.N•E.2nd �er:1e •• Miami orrs: Ffoild4,3131;38 • •.yet Vn°79522Z1z1 ..' Fa;c: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA jBUILDING CODE I (We) have been retained by1L 2aiLi CSG 6/ l �o/'U/ ( / perform special inspector services under the Flu' a Building Code at the 5—�NE J s project on the below listed structures as of (date). Lam a_regist reed a ch—/ itect or_prof�s oral engineer licensed in the State of Florida. PROCESS NI MBERS: SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) o SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) o SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) o SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) 0 SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The f )ng indi u (s) employ bthis firm or me authorized re 1. /1-4_ 2. 4. 3. resery ativ�s to o m inspection * *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandator/ inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of 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 approved plans. d Sealed EngineerlAr l ect D Flame z1 /7 a �i Address �).° /0Created on 6/1012009 �1.11�1` (PRINT)) / /�] / L�� Phone No. (,� +7("Wl ,, f r tai C[% • 0 11 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fa:c: (305) 758.8972 HAW SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by t•L‘C(7‘ "Z (1 o perform special inspector services under the Florida Building Code at +''e 5' rE S project on the below listed structures as of (date). I am a registered architect or prof -s oval engineer licensed in the State of Florida. PROCESS NI MBERS: SPECIAL I ❑ SPECIAL ❑ SPECIAL ❑ SPECIAL SPECIAL ❑ SPECIAL ❑ SPECIAL NSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) •••• • INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2)0 • • INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) • • to • • • INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) • INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) •••• INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) • • INSPECTOR FOR - •••• • • Note: Only the marked boxes apply. • • • • The f Ing indr4(s) employ , ;C this firm or met authorized re reserytgtives top 'orm=rispECt• • � 1. 2. -e 3 4, • • • • ••• • •.•• *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education cr licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of 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 approved plans. EngineerlA Signed a'• = •aled r Plame �. •4•• • • •••• • •.• • • • •• • • • • • •• • • • • ••• •• • • • • ,DATE. 4'1 . �14tiIb Created on 6110/2009 (PRINT) Address Phone No. eciti PlaKa PLC— ST) /6(d 6(6 ( .IY,a/K STR'..,C FLjRAL REVIEV /A, -,'ROVED s • • • �Pf' -&- o- tsLq. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency ELEVATION CERTIFICATE IMPORTANT: FOLLOW THE INSTRUCTIONS ON PAGES 9-16 SEP 2 2016 OMB Control Nu ti 9660-0008 Expiration: 11/30/2018 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 FORM INSURANCE COMPANY USE Al. Building Owner's Name Kurt Gustinger Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1551 NE 103rd Street ,"' Company NAIC Number. �k ry City Miami State FL : e 183 If A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 19 & the East 5.00 ft of Lot 18, Block 6, Plat Book 64, Page 97, Miami -Dade County, Florida Fof(o# 11- 5 0 0 i, A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. N25252'13.5" Long.W80909'57,7 Horizontal Datum. r NAD 1927 (: 1551 NE 103rd Street ELEVATION CERTIFICATE Miami FL OMB Control Number: 1660-0008 Expiration: 11/30/2018 33183 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. / certify that the information on this Certificate represents my best efforts to interpret the data available. I 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 ❑ Check here if attachments. provided by a licensed land surveyor? (;)Yes C No Certifiers Name Rolando Ortiz License Number LS 4312 AO 137-Y43 / ?- Title President Company Name Gunter Group, Inc. PLACE_ : "43/6 Address 9350 SW 22 Terrace City Miami State FL Zip Code 33165 Signature Date Telephone 4-28-2016 +1(305)220-0073 Copy both sides of this Elevation Certificate for (1) community official, (2 insurance agent/company, and (3) building owner. Comments (including type of equipment and location , per C2(e), if applicable)" Top of Bottom Floor Referred to Foyer Elevation is 7.65 feet NGVD 1929 (square feet of Foyer is 10 ft X 10 ft a Total Area of 100 sq ft) The Rest of the House of 3,937 sq ft Top Bottom Floor Elevation is 9.25 feet NGVD 1929 Machinery or equipment servicing the building: A/C Unit A/C Unit is located on the Left Side of the House Coordinates shown herein were obtained from hand held GPS (Garmin Vista-etrex) Pages 1, 2 & 8-15 are intended for Instructions Purposes only not attached herein This Certific to of Elevation is not valid unless it has a dried seal on pages #3 and #4 of 15 Signa ure Date 4-28-2016 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 El -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items El -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. 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, - c feet 0 meters ❑ above or ❑ below the HAG. or enclosure) is b) Top of bottom floor (including basement, crawlspace, - 0 feet (`}meters a above or below the LAG. or enclosure) is E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and/or 9 (see higher floor (elevation C2.b in the diagrams) of the building is - C, feet () meters pages al 8 -9 of Instructions), the next above or ❑ below the HAG. E3. Attached garage (top of slab) is - () feet (° meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is - 0 feet 0 meters ❑ above or II below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ('j Yes (. No C Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, and E for Zone A (without 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 of my knowledge. 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. Page 4 of 15 OMB Control Number: 1660-0008 Expiration: 11/30/2018 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. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: 0 New Construction G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the site: G10. Community's design flood elevation: t J Substantial Improvement - (; feet () meters Datum building - ()feet (`)meters Datum - ('Meet 0 meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Page 5 of 15 BUILDING PHOTOGRAPHS See instructions for Item A6 OMB Control Number: 1660-0008 Expiration: 11/30/2018 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. 1551 NE 103rd Street Policy Number: City Miami StateFL Zip Code 33183 Company NAIC Number 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"; 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. If submitting more photographs than will fit on this page, use the Continuation Page. Front View Rear View FEMA Form 086-0-33 (7/15) Replaces all previous editions. Page 6 of 15 BUILDING PHOTOGRAPHS Continuation Page OMB Control Number: 1660-0008 Expiration: 11/30/2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FORM INSURANCE COMPANY USE Building Street Address (including Apt., Unit,Suite, and/or Bldg. No.) or P.O.Route and Box No. 1551 NE 103rd Street Policy Number City Miami State FL Zip Code 33183 Company NAIC Number 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. Right Side View Left Side View FEMA Form 086-0-33 (7/15) Replaces all previous editions. Page 7 of 15 _� S I ;E -T TC -'Hr O 1 U RS V E'Y PREPARED BY: EGUNTER GROUP, INC. LAND SURVEYING - LAND PLANNING FLORIDA CERTIFICATE OF AUTHORIZATION # LB 4507 9350 S.W. 22nd TERRACE MIAMI, FLORIDA 33165 (305) 220-0073 LOCATIO\ VAP NOT TO SCALE LIMITS OF PLAT T 17 i' 18 J - NE 103rd STREET 20 ,' 7- PROPERTY ADDRESS: 1551 NE 103rd Street Miami Shores, Florida 33183. LEGAL DESCRIPTION: Lot 19, and the East 5.00 feet of Lot 18, in Block 6, of REPLAT OF TRACT C MIAMI SI (ORES BAY PARK ESTATES; according to the Plat thereof as recorded in Plat Book 64 at Page 97 of the Public Records of Miami -Dade County, Florida. FOR: Kurt Gustinger and Donna Gustinger, husband and wife. SURVEYOR'S NOTES: 1) This survey was conducted for the purpose of a "`Topographic Survey" only and is not intended to delineate the regulatoryjturisd iction of 444 • • • •federal, state, regional or local agency, board, commission or other entity.•• • 2) The accuracy obtained by measurements and calculations on this survey, meets and exceeds the Minimum 1tehnical Standards ieyuirements • for a Suburban area (1 foot in 7,500 feet) as specified in Chapter 5J-17, Florida Administrative Code. • • • • 3) The North arrow direction shown herein is based on an assumed Meridian. • 4) Bearings shown based on an assumed meridian of N89°50'54"E along the front boundary line of the subject impwrly. • •••• • • • 5) In some cases graphic representation have been exaggerated to more clearly illustrate a particular area wheite ditiyrnsions shalMh Ne prefetttn• • • over graphic location. • •• 6) Legal description was provided by the client and is subject to any dedications, limitations, restrictions resegiit? 1 r easetyenhbol record. • 7) Examination of the Abstract of Title will have to be made to determine recorded instruments, if any, affecting ilf•pjoperty; seaih of Public • • Records not performed by this office. • • • • • 8) No effort was made by this office to locate any underground utilities and/or structures within or abutting the subject proper • • • • • 9) This survey has been prepared for the exclusive use of the entities named hereon only and the certifications2iereon do not extend to any • • unnamed parties. • • •' •• ,•• 10) Elevations shown referred to National Geodetic Vertical Datum (1929); Miami -Dade County bench mark No.: B-62, elevation: 8. /4 feet. 11) According to the National Flood Insurance Program, the subject property falls in Community No. 120652, Panel No. 0306, Suffix L, Date of FIRM 09-11-2009, Flood Zone AE, based flood elevation: 9 feet. 12) Contact the appropriate authorities prior to any design work on the hereon -described parcel for Building and Zoning information. 13) Professional Land Surveyor and Mapper in responsible charge: Rolando Ortiz LS 4312, State of Florida. 14) This survey is not valid without the signature and the raised seal of a Florida Licensed Land Surveyor and Mapper. 1 I hereby certify to 1) Kurt Gustinger and Donna Gustinger, husband and wife; 2) Fidelity National Title Insurance Company; 3) HSBC USA, N.A., its successors and/or assigns, as their interest may appear; 4) Pathman Lewis, LLP; that the Sketch of Topographic Survey of the described property is true and correct to the best of my knowledge and belief, as recently surveyed and platted under my direction; also that meets the Minimum Technical Standards set in Chapter 5J-17, Florida Administrative Code, pursuant to Section 472.027 Florida Statutes. B . ' •lando Ortiz LS 431-2 Prof ssional Land Surveyor & Mapper, State of Florida. NOT VALID WITHOUT SHEET 2 OF 2 (SHEET 2 OF 2 CONTAINS SKETCH OF SURVEY) KURT & DONNA GUSTINGER 1551 NE 103rd Street Miami Shores, Florida 33183. JOB No.: 04-8066 SKETCH No.: 7407 DATE: 04-29-2016 SCALE: 1"=20' SHEET: 1 OF 2 1 A NORTH SI ;EF.fr JEr O 1 su VERY PREPARED 4)GUNTER GROUP, INC. LAND SURVEYING - LAND PLANNING FLORIDA CERTIFICATE OF AUTHORIZATION # LB 4507 9350 S.W. 22nd TERRACE MIAMI, FLORIDA 33165 (305) 220-0073 LEGEND: Co. C - CENTER LINE - SPOT ELEVATIONS - WOOD POWER POLE LIMITS OF PLAT FIP 1/2" 0 P NO itr ON LINE ABBREVIATIONS: CBS C.L.F. FIP RES. PL O.U.L. U.E. (TYP) PRM CL ID CBS WALL N89°46'39"E 105.00' CONCRETE BLOCK Sc STUCCO CHAIN LINK FENCE FOUND IRON PIPE RESIDENCE NUMBER PLANTER OVERHEAD UTILITY LINE UTILITY EASEMENT TYPICAL PERMANENT REFERENCE MONUMENT CLEAR IDENTIFICATION oP FIP 1/2" NO ID EAST 5' OF LOT 18 BLOCK 6 10.0 E0'L L L M,.90,60.00N 0.7' CL 10.0 / TWO STORY � RES # 1551 /iiiiiii �// FOYER ENTRANCE ELEV.: 7.65 FEET MAIN FINISH FLOOR ELEV.: 9.25 FEET GARAGE ELEV.: 5.80 FEET // !////// ' // / '!/�/� 0--J' _e FOUND 445.05'V FIP 1/2" PRM NO ID co I\ W 0 to O Z 0.4' • 11.0' •• 0.2' CL • • • • • • • LQT•706 • • • BLQGR§•• •• • • •••• ••• • • • • FIP 1/2" LANNES & GARCIA :03rd S.:fR 26,`.'ASP.NAI. T.:PAVEMEN" • •• • • • NOT VALID WITHOUT SHEET 1 OF 2 (SHEET 1 OF 2 CONTAINS LOCATION MAP AND SURVEYORS NOTES) KURT & DONNA GUSTINGER 1551 NE 103rd Street Miami Shores, Florida 33183. JOB No.: 04-8066 SKETCH No.: 7407 DATE: 04-29-2016 SCALE: 1"=20' SHEET: 2 OF 2 . • • . • •••• . . . . • ••• .. . ••• •• • . • . . . •• .. .. • • ••• •••• . • . . ••• • • • • • • • • • • • • Ins all Battery ... ......._________ 3 Auto Battery Check ............". ....... ... ......_....A Mount On Wooden Fence _ ....... 5 Mount On Metal Gate ."." .. _ . _.".._.,..........." 6 Mount On Wall And Glass Doors 7 Additional PASS/RESET Switch 8 Operation 9 Automatic Reset Under All Conditions 10 Auto Siren OFF _....... w•a•••••••••••60..“. 11 Automatic Continous Monitoring 1 1 IMPORTANT .............. .. ... . . . . 1 2 • • •••• • • • •• • • Welcome Congratulation on purchasing this YARDGUARD safety alarm. The YARDGUARD can be used to monitor potential dangerous areas, and provides a high volume alarm/alert when children enter these areas. It can be used indoors or outdoors, mounted on a wooden fence or metal gates. It can be mounted on any doorways or openings that lead to potentially dangerous areas. Caution •••• • • . . • • • • • • • • • • • • • • • • • • • • The alarm siren is very loud. Never place•gip unit • close to your ear. Prolonged exposure to the lotid'sirdri•••: can affect your hearing. •• • • • •• •••• • •• • • • Install the unit at minimum height 54", higli•edou to be out of reach of children. • • • • • • This YARDGUARD is an entry monitor device. Whether expressed or implied, it cannot replace any safety device. All safety precautions should be maintained, including parental supervision. Neither SmartPool Inc. nor anyone else who has been involved in the creation, reproduction or delivery shall be liable for any direct, indirect, consequential or incidental damages arising out of the use or liability to use the YARDGUARD. 2 Install Battery Before installing the battery, use a rubber band to hold the magnet sensors together temporarily, with dot matched to dot, thereby preventing the alarm from sounding after the • 40 40 • • • r1,4 • • • battery is installed • • • when mounting the unit. • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • To install battery., remove the four screws a , then open the battery door. • • • Install a fresh 9V battery (not included) into the battery compartment. Check the polarity. Close the battery door and tighten up the four screws. NOW the unit is ON and in working mode. To check if battery is installed properly, press the battery check button located at the lower right corner. The unit will beep when you press this button. If no beep sound is heard, check the battery installation again, •• • •fill• • • •••• • • • • or replace with a new battery. • • • • Auto Battery Check • • • • . • • • • . • • l••• •• •• . . • • •• •• •••• • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • •• • The unit. will keep niomtoring the battery level. When it detects that the battery is low, you will hear a loud and short beep every minute. Change battery when you hear this beep. Check battery periodically. Change battery a minimum of once a year. Mount On Wooden Fence Install the mounting bracket onto fence post using the two bigger screws. Slide the alarm unit onto this 0-4z• q,,,4,A44#47 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• mounting bracket. You will feel a click when the unit is properly installed. Mount the two magnet sensors onto fence post, one on each side, using the four smaller screws. ::- ` _._ ___ • , ....... _ • . • , . • • • • • • • • • • • • • Mount On Metal Gate Install the mounting bracket onto gate post using two nylon straps. Slide the alarm unit onto this mounting bracket. You will feel a click when the unit is properly installed. Mount the two magnet sensors onto the two spacer stands using the four smaller screws and then mount this sensor assembly onto gate post using the nylon straps. 'a.,444f44, .,_ 6 :lat14:444 Mount On Wall And Glass Doors Install the mounting bracket using two pieces o double sided foam tape. Slide the alarm unit onto this mounting bracket. You will feel a click when the unit is properly installed. Apply the double sided foam tape onto the bottom recessed area of magnet sensor pair. Mount the magnet sensors, one on the door and the other on the door frame. • • • • •• •• • • •• • * • • • • Mount the magnet sensor with the wireonto the stationary surface such as door frame. • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • •• • • A t • • • • • • • • • • • • • • • • • • • * • • • • Additional PASS/RESET Switch This unit provides an additional PASS/ SET switch, which can be mounted on the other side of the door for convenient access from both sides. This additional switch can be mounted by the 2 smaller screws or double sided foam . . . . . .. •• •• Operation This YARDGUARD is designed to monitor the opening of gate or door, to alert an adult if a child has opened a gate or door to a potential dangerous area. Check the battery. Press the CHECK button should give a loud beep, otherwise replace with a new battery. The unit will give a loud siren if gate or door is opened by more than one inch. For adult entry, press the PASS button. The unit will allow the door be opened up to 7 seconds without triggering alarm. However, if the gate or door is opened for over 7 seconds, the alarm will trigger. 9 '.:?Ao.41-;JFATIA.S14501-400. To reset the alarm, first close the door and then press the PASS/RESET button. The alarm is now back to stand by mode. To exit the protected area, press the PASS/RESET button and exit the area within 30 seconds. 0 • 6 • • • • • 0 • • 0 • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • Automatic Reset Uncle's.. Conditions • 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • The unit will be reset automatically in 30 seconds after the last key activation. If the PASS/RESET button is pressed but the adult entry 7 seconds allowance is not utilized, this adult entry allowance will be canceled in 30 seconds and reset to stand by mode automatically,. I0 • Auto Siren OFF Siren can be turned OFF manually as describe on previous section, or the unit will reset in 4 minutes automatically if the gate is closed. Automatic Continous Monitoring If alarm is trio(Tered and reset by itself in 4 minutes the unit vill check the condition of magnet contact sensor to decide if the door remains open or not. it the door is left open, the alarm sounds agaihAr 4 • • • • • • • minutes. check the door condition again and canue "„ • • • • the cycle unlo til the door is csed. •••••• ••• • •••• •• • • • • • • • • • • • • • • 11 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I_VIPORTA\ T Install the unit at minimum height 54", high enough to be out of reach of children Keep the distance between the two .... pieces magnet sensor contacts't: a . maximum of 3/4" •..... .• .. • .. .. .... • .• • • •• ••• •••• • Test the unit by opening the door..". The alarm should go off immediately. Otherwise contact SmartPool Inc. at 877-799-7665. Do not rely on the alarm until the test results are satisfactory, Additional PASS/RESET Switch MASTERTEMP H131 -I PERE MANCE HEATER Wi- Y MASTERTEMP N E [-7 P7i.DDLi T FATE ARE T L Select •PENTAIR THeEcu Select Or dud identifies qui greenest- raid t Host efffuent equipment choices. These products save energy, conserve water, etirninate noise, or otherwise oontibi_ite to a mere respeosthle eouipment AVAILABLE FROM: %> PENTAIR N e^N _1^ OIC BEET -H CAS ENERC'''' EFFICIENCY • sitOuiotit iatihtt Hi''s ! . i....fiances rt Mabter 1 elf! p heatet couto qiJickty pay for itself in utility bill, savings. • Optimized fLiet/srif mix priy.„,tRies supero:,; r7oR Low Nui EMISSIONS CUtTenZ VIULIStly StaliddlOS paution exhaust. SUPER -QUIET OPERATION AS P 11C-31; JMC 84Hev.L.Lry HLJ iHr„ Lxchangs.rs,3 elhc.ent, pumps • riders • heaters • heat pumps • automation • lighting • cteariers • sanitrzers - water features maintenance products 4/14 Part # P1-004 ©2014 Pentair Water Pool and Spa, Inc. All rights reserved. � NO MATTER UUUATYOUR CRITERIA FOR TOP DFRFUR|KA\ E. -ANL THEk��[`T��T�K8�mU|�U l-��OlKyAUpF �8T�� K8�FT��/ |«|A�l|��|�|«|� �|�� ~-�rU�[vAHi� -�H|�� |v|��|�°��« FAST, EFFICIENT, COMPACT, QUIET, SAFE AND ECU -FRIENDLY No matter what you're seeking in your swimming pool. heater, the MastarTemp heater measures up. Compare this Ust of features to any other and youR see why MasterTemp heaters are setting a new standard for lotat value. • Very compact design for such a high performance heater, allows for smaller overall equipment padstha won't intrude on your pootscape. o Afully pre -mixed system with ahighly efficient air and gas mixture lets the Mastori emp heater heat up fast. No long 'aits before erijuying your poot or spa. • Compare energy etticiency rtings and you'll find MasterTemp heaters at the top of the tist. Comfort and economy carr go togelher. POOL SIZING' • With a hot surface ignition (no pot tight( and pushbutton, digital controls, the MasterTemp heater is as easy to operate as your home heating system. Plus, user-friendly indicator lights make system operation and monitoring a snap. • The easy-toview, rotatingdigital display places controLs front arrd center, no matter how the Masteriernp heater is positioned on your equlpment pad. • MasterTemp heaters are engineered tor superquiet aperation and won't intrude nnyour povlsideleisure time. • A toughrustproof composite exterior handies the heatand weathers the. elements. • Eco-fre d is certified for low NO, ornissions and outperforms industry standards. °°°° ° • ° • ° °° °°°°°° °° °°°° ° • • • °° °°°°°° ° • • • • • ° ° • • o So� ° ~ � • eratic,n0hrougit: of featur "`..".g:"vi`e. ° ~~.~..i6..:`~.. .ego prevent ovei heating, [1%411"ln:switches assure the heater turns off if water temperature exceeds factory -set limits, manual_ gasshut-off when service is requred, stack flue sensor atso guards against overheating. • Approved for instattation on combustible surfaces, Don't be left out in the cold with heaters that don't measure up to today's Ionger list of must -have features. Insist 0n MasterTemp heaters and you're insisting on better performance and lifetime value. | Heater Size I Heater Size `r , __ Temperature , Model Model Model mo6p w Modet -T- Modet 1-1Model Pool Capacity mGallons '` ` Pool Surface Area �Sq. Ft. �5.5'Depth .97,383 -14.675 7,G69�� |I, 60,864 73,031 ~—� ------------------' 2/1346 311.433 36,519 40 97,383 1,1134 3 546: 1,773 2,364 | 24,345 32,461 1k86 18,260 *ASMEmodels available. See your Pentair representative for details. 24,346 517 591 295 739 591 493 369 887 l]0 788 591 uJ EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G-1 Pompano Beach, Florida 33073 Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 FACSIMILE #954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET CrcH rip MAY 19, 2016 4361 Okeechobee Blvd - Suite A-5 West Palm Beach, Florida 33409 (954).972.SOIL REPORT OF GEOTECHNICAL EXPLORATION & ENGINEERING ANALYSIS - RECOMMENDATION FOR KURT GUSTINGER .... .... • .. • .. . .... • • . .. • . • .... • • • • •. .•.• •• •. . . •... • . • ..• •. .•.. • ••• . . • PROPOSED NEW RESIDENTIAL POW • : •• . • • • 1551 NE 103 STREET MIAMI SHORES, FLORIDA DADE COUNTY, FLORIDA THRESHOLD/SPECIAL INSPECTIONS, BORINGS, DENSITY, CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G-1 4361 Okeechobee Blvd. - Suite A-5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 (954).972.SOIL FACSIMILE #954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET May 19, 2016 Report of Engineering Evaluation for: Kurt Gustinger Project : Proposed Single Family Residential Pool Location : 1551 NE 103 Street Miami Shores, Florida Dade County, Florida ... • To Whom it May Concern; ' ••••• • •• .• As per your request EastCoast Testing & Engineering, Inc. performed the stand ied . penetration test boring at the above reference location. The purpose of this.a► stigation • • • was to provide information concerning the site and subsurface conditions in.wder to • • provide site preparation and foundation design recommendations for supp&rt.oftiie •' • •' • • • proposed construction. This report presents our findings and foundation •••• • recommendations. ••••••••••• • • It is our understanding that plans for this project consist of a new single family • • • residential pool to be constructed of reinforced gunite construction. Elevation (e1 the test • • boring was not furnished at the time of our subsurface exploration. Finished'floor • • • • • •• elevations were not furnished. Major intersections for this project are east of Biscayne • • • Boulevard, (US 1) and south of Griffing Boulevard, (NE 107 Street) in Miami Shores, Florida, Dade County, Florida. STANDARD PENETRATION TEST BORING The location for the test boring was determined by ourdrill supervisorand is indicated on the test boring report logs. A review of our test samples recovered indicate that beneath the surface the upper levels of subsoils consist of organic sands with roots, (topsoil) to a depth of +/-2.0 feet below grade. Below this upper layer were medium dense fine -medium grained sands and limestone fragments, and silty limestone fragments to +/-5.0 feet. Below these subgrade soils our boring discovered layers of organic silts, (muck), and organic silty sands in a very loose consolidated condition which continued to +/-12.5 feet below the existing surface grade elevation. Underlying these deleterious subsoils were multifarious stratums of limestone fragments with little fine -medium grained sands primarily in a medium dense state of relative consolidation which extended to -30.0 feet below the existing land surface grade. These moderately dense weathered limestone formation terminated our subsurface exploration at thirty feet, maximum penetration. THRESHOLD/SPECIAL INSPECTIONS, BORINGS, DENSITY, CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G-1 4361 Okeechobee Blvd. - Suite A-5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 (954).972.SOIL Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 FACSIMILE #954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET Page #2. Lab #7101720 1551 NE 103 Street Miami Shores, Florida The natural ground water table was discovered to exist at an elevation of +/-4'9" below the existing natural ground surface at the time of our boring. Fluctuation In the observed groundwater levels should be expected due to rainfall variations, seasonal climatic changes, construction activity and other on-site specific factors. The general location and nature of the proposed project, the thickness and depth of the very loose compressible organic silt , (muck) and the existence of nearby structures precludes the use of conventional foundation methods. We therefore recommend that all proposed structures and slab -on - grades be supported on auger pilings. Pressure grouted auger cast piles can be used to transfer building loads to a minimum doMii • . of -30 feet below the existing grade or to refusal conditions. A summary of the augby cast pflM • compression, tension, (uplift), and lateral load capacities for the structures are shown In Tbble 1.• Tnt • 2014 Florida Building Code requires that a pile load test is needed for pressure groutedr ger-cast pile • capacities designed over 36 tons. A pile load test will not be required for this project. *Auger cast piles installed in groups should have a minimum center -to -center spacing of 3 to 3.5 times the.pile diameter. • The maximum compressive load on any auger cast pile due to mislocation shall not e1mw 110 pew?. of the allowable, (working) design load. Table 1: Summary of Auger Cast Pile Load Bearing Capacity • • • • • • • •••• •• •••• Auger Cast Pile Capacities Auger Cast Pile Diameter -10 -inch Auger Cast Pile Diameter -12 -Inch Aug4r CastPile • Diamefet-14 Inch ,,• •: •• Pile Tip Depth Below Grade, (feet) 30 30 30 Allowable Compression Load, (tons) 17 25 30 Allowable Tension Load Capacity, (tons) 8 12 15 Allowable Lateral, (Horizontal) Load Capacity, (tons), Fixed Head 1 1 2 • • • .• • • • • 1 • • THRESHOLD/SPECIAL INSPECTIONS, BORINGS, DENSITY, CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" • I EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G-1 4361 Okeechobee Blvd. - Suite A-5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 (954).972.SOIL FACSIMILE #954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET Page #3. Lab #7101720 1551 NE 103 Street Miami Shores, Florida Table 1: Summary of Auger Cast Pile Load Bearing Capacity, (continued) Auger Cast Pile Capacities Auger Cast Pile Diameter -12 -Inch Auger Cast Pile Diameter -14 -Inch Auger Cast Pile • • 4 Diameter -lb -Inch • • •, • • • •• • •.� Pile Settlement, (inches) 0.5 0.5 4.4•• • • •••• •• 4 • 4 •• Required Pile Grout Strength, (psi) 5,000 5,000 �O�Q• • • • • • • ••4 •4 • 4 • • • • • •. • • •• • • • • • • • • • . • •• • • • . •• •..• • . . •• • The above calculations are based upon conditions noticed in the field at the time and locations of the borings. Situations in the field may require the pile tips elevation to be changed if a premature refusal condition is met. The installation of the auger piles shall be witnessed by a Geotechnical Inspector from this laboratory or the engineer who will confirm compliance with depth requirements, bearing capacity, continuity of grouting, grout factors, procedures, pile locations and reinforcement details. For your convenience we have included a set of pressure injected auger piling specifications for your use. Pressure Grouted Auger Piling Installation Specifications 1. Piling shall be constructed by rotating a continuous flight hollow stem auger to the required depth. Diameter of the augerflights shall not be less than the specified piling diameter. 2. Piling shall be installed within 1% of vertical or batter alignment, and within three inches of the specified plan location. 3. Piling should have a minimum design center to center spacing of 3 pile diameters. • • • • • • • THRESHOLDJSPEC1AL INSPECTIONS, BORINGS, DENSITY CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G-1 4361 Okeechobee Blvd. - Suite A-5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 (954).972.SOIL FACSIMILE #954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET Page #4. Lab #7101720 1551 NE 103 Street Miami Shores, Florida 4. Piling reinforcing shall be designed by the project structural engineer. Piling contractor will equip and place reinforcing with spacers to insure a minimum of 3 inches of concrete cover between the primary pile reinforcing and the outer edge of the piling. Piling shall have a minimum concrete grout strength of 5000 psi in 28 days. •••• • • • • •••• 5. During piling production the cement grout shall be tested for compfi4 strength. • • • twice daily. One test shall be taken during the morning's productiv4, aad one'tesI • during the aftemoon's production. • •••• • • • • . • •..• •. •• 6. Pressure injected auger piling shall not be installed closer than six.Ieet•on centers • • until initial cement grout set has occurred, plus an additional 4 howls'. • • •••• • • • • • • • • • • 7. Following the pile drill process, pumping of fluid cement grout ahall•be started immediately. A minimum of 7 feet of cement grout head shall be•echieved mt •. maintained prior to and during the auger withdrawal. Piling shall be grouted with•a • pump capable of sustaining constant pressure sufficient to fill piling during auger withdrawal and maintain required head of grout 8. Contractor shall provide metal sleeves of specified diameter for pilings with cutoffs above the existing ground surface at time of piling installation. 9. The minimum volume of grout placed in a piling shall be equal to or greater than 130% of the theoretical volume of the piling. 10. Any piling which do not conform to these specifications shall be immediately re -drilled and re -grouted. Piling which must be re -grouted more than once should be brought to the attention of the structural engineer of record. 11. The installation of the production piling shall be monitored by a Registered Geotechnical Engineer or his representative for compliance to these specifications. • • THRESHOLD/SPECIAL INSPECTIONS, BORINGS, DENSITY, CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" EASTCOAST TESTING 8 ENGINEERING, INC. 4100 North Powerline Rd. - Suite G-1 4361 Okeechobee Blvd. - Suite A-5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 (954).972.SOIL Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 FACSIMILE #954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET Page #5. Lab #7101720 1551 NE 103 Street Miami Shores, Florida HELICAL PIERS ALTERNATIVE As an alternative to pressure injected auger cast piling it is our professional opinion the proposed pool and all ancillary structures can be supported and designed with a deep foundation system of helical piers. Based on our boring performed and test borijlgs • • performed in the area, we estimate that a 12-14 inch helical foundation anch3 r installed tb•a' • minimum vertical distance of +1-25-30 feet below the surface will provide 'an •allowabP • • compressive capacity of +/-30 kips, (working loads) with an ultimate bearing•C facity of'O? • kips, and a tension capacity of ten kips. We recommend the helical sections be?lbt dipped' galvanized, (ASTM A153) and bolted, (B) and/or welded, (W) connections. sT1W4haft Q'D, ; (Inches) shall be a minimum of 3.50 inches. The shaft wall gauge shall be a mtdiMum of 075 " inches. The speck design of the piers should be left up to the specialit/Cbht4 ctor Dfibr'. structural engineer with respect to location, depth and load bearing capacity' •• "" • • • • • • • • • • • • �• Pier capacity is directly dependant upon helix size and spacing and thb subeontra,$w.: • • will be able to provide the most cost effective combination of helix sizes abd depths. It is ' • recommended that two, (2) test piers be performed prior to full production to aete'fmine•tl pie: • • • approximate depths and size of the hellcats. Shall the design compression capacity not be . achieved at the depth specified additional helical piecing sections will be installed in order to conform to the design criteria. The design of the piers should be left up to the speciality contractor and the structural engineer as required. Should a geotechnical engineer from this office inspect the installation of the helical piers a Foundation Certification will be submitted upon satisfactory completion. PIN PILE ALTERNATIVE As an alternative to a deep helical pier foundation system, we recommend that ancillary structures can be supported utilizing a foundation system of pin piling. We anticipate that a 3.5 inch, (3.0" I.D.) pin pile installed to refusal conditions will yield an allowable bearing capacity of 10 kips. Pile length, however should be determined by driving a minimum of two, (2) test piles on the site to determine the pile depth with respect to pile diameter and hammer type. THRESHOLD/SPECIAL INSPECTIONS, BORINGS, DENSITY, CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G-1 4361 Okeechobee Blvd. - Suite A-5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 (954).972.SOIL FACSIMILE #954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET Page #6. Lab #7101720 1551 NE 103 Street Miami Shores, Florida We recommend that these piles have a minimum wall thickness equivalent to schedule 80. All pin piling shall be hot dipped galvanized. The sections of the piling should be welded to the outer collars to insure the structural stability of the piling. Once the piles are installed, they may be filled with 4000 psi concrete grout and attached to the proposed foundations with either embedded reinforcing, or top plates. This decision and detail are the responsibility of the project structural engineer. The piling should be installed with a Rhino Model 140 pneumatic jack hammer, (90 pounds minimum weight) or approved equal, capable of advancing the piling to the requiidd ' . depth, (refusal). Refusal conditions are determined with less than 0.1 inches of jovemeni bT • . one minute of driving. . ••: . . . Piling installed in accordance with these recommendations will provide anallowable : compressive capacity of 10 kips. Should a geotechnical engineer from this o?fice or Ms.' representative inspect the installation of the pin piling a Foundation CeriibcMion will .6e submitted upon satisfactory completion. • • . • . . . • . • . Report Limitations . . • . . . . . .. . .... • . . . . .. • This consulting report has been prepared for the exclusive use of the current project owners and other members of the design team for the above referenced project site location. This report has been prepared in accordance with generally accepted local geotechnical engineering practices; no other warranty is expressed or implied. The evaluation submitted in this report, is based in part upon the data collected during a field exploration, however, the nature of extent of variations throughout the subsurface profile may not become evident until the time of construction. If variations then appear evident, it may become necessary to reevaluate information and professional opinions as provided in this report. In the event changes are made in the nature, design, or locations of the proposed structures, the evaluation and opinions contained in this report shall not be considered valid, unless the changes are reviewed and conclusions modified or verified in writing by EastCoast Testing & Engineering, Inc. THRESHOLD/SPECIAL INSPECTIONS, BORINGS, DENSITY, CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G-1 4361 Okeechobee Blvd. - Suite A-5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 (954).972.SOIL Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 FACSIMILE #954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET Page #7. Lab #7101720 1551 NE 103 Street Miami Shores, Florida The Standard Penetration Test ASTM D-1586 The Standard Penetration Test is the most commonly employed tool utilized to identify in-situ subsurface soil conditions. The "N" values obtained from the boring provide an accurate estimation of internal soil characteristics such as relative density, internal shear strength, angle of internal friction, and the approximate range of the soil's unit weight. These "N" values represent the resistance of a 2 inch diameter split spoon sampler driven by a 140 pound hammer free falling 30 inches. Each drive of the 24 inch long split spoon is divided Alto. . four six inch increments. The second and third increments are totaled to produce the :N: • • • value found on your report. • • • •••• • • • • • •• • The Standard Penetration Test also allows for the recovery of soil san+ptee•which are • • returned to our laboratory and visually examined and classified. The SAT• samples are •• • • available for laboratory testing if requested. Samples are generally held for 30+90)days unless • • • otherwise directed by the client • • • ••• .. .. .... • An approximate ground water table is obtained from the borehole t¢1c Lpmpletion • • of the drilling procedures. This water table is useful in the general evaluationbf particula qij: • conditions, and may give the contractor some insight into what can be arcticiQbLed during • • construction. it should be noted that the ground water level will fluctuate segsortally. • • • ••• •• • •. • This level may also be affected by local drawdowns, soil conditions, and the watersheds contribution to the underlying aquifer. It should not be construed to be a measure of the soils permeability, or of the dewatering characteristics of the site. Although the standard penetration test is one of the most reliable methods used to identify soil characteristics and types, it may only represent a small fraction of the materials actually deposited at the site. As is common industry practice, we have assumed a uniformity of profile between borings to provide a subsoil profile for engineering purposes. This profile is strictly based on the data obtained from the borings, and if unusual or varying conditions are found we should be notified immediately. A test is expressly representative of the immediate location tested, and the reliability of the conclusions are a direct result of the quantity of tests performed. Any variation in location may reveal similarly some changes in the depth, thickness, texture, and conditions of the stratum encountered. THRESHOLD/SPECIAL INSPECTIONS, BORINGS, DENSITY CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G-1 4361 Okeechobee Blvd. - Suite A-5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 FACSIMILE #954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET Page #8. Lab #7101720 1551 NE 103 Street Miami Shores, Florida (954).972.SOIL Unless specifically stated otherwise, and specifically directed and prearranged by the client, all elevations are taken with respect to the existing ground surface at the time of testing. Boring locations are usually obtained in the field by pacing off distances and approximating right angles to landmarks and property comers. More precise locations may be obtained from on site surveys and placement of the boring locations by a Land Surveyor, Registered in the State of Florida. These services are provided at additional costs and are beyond the scope of this report. The data presented herein was obtained for the specific purposes stated inthis re7o. • and should not be misconstrued to apply to any other circumstance, project:1oancillary use. . • unless so specified and addressed by the engineer of record. • • Thank you for using EASTCOAST TESTING AND ENG/NEERINd,.INC.', for your.: • geotechnical needs. Should you need further assistance with this orany oth.spstiject, please. • • contact this office. • • • • •••• • • • • • • • • • Respectfully Submitted; EASTCOAST TESTING & ENGINEERING, INC. Certificate of Authorization 113425 NitA -A I 5/19/2016 Mohb;nnued A; Hai P.E. . en�or Geotechnical Engineer Florida Re'ris tra tion No. 59345 f: lwpdocs 17101720: kg. cs cores. cs. mi► • • . .. • n Craig Smith, President • •••• • • • •. • THRESHOLD/SPECIAL INSPECTIONS, BORINGS, DENSITY, CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G-1 Pompano Beach, Florida 33073 Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 4361 Okeechobee Blvd. - Suite A-5 West Palm Beach, Florida 33409 (954).972.SOIL FACSIMILE #954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET 1 TEST BORING REPORT LABORATORY CLIENT: PROJECT: PROJECT ADDRESS: BORING LOCATION: GROUND NUMBER: 7101720-A BORING NUMBER: CUSTOMER # CREW CHIEF: DRILLER: DRILL RIG # CASING: 1 KURT GUSTINGER PROPOSED SINGLE FAMILY RESIDENTIAL POOL H.E. 1551 NE 103rd STREET - MIAMI SHORES, FLORIDA 33138 A.M -15' SOUTH & 15' WEST OF THE SE PROPERTY CORNER SIMCO WATER: 4'9' DATE: 05/17/16 ELEV: N/F 3' SURVEY NOT GIVEN UNLESS NOTED: (B.E.G.) BELOW EXISTING GRADE LOCATIONS: - APPROX UNLESS STAKED DEPTH FEET SAMPLE NUMBER BORING NUMBER: 1 PAGE NUMBER: 01102 N VALUES SPT BLOWS PER 6" VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487 DEPTH 1 1 DARK GRAY ORGANIC SAND WITH ROOTS, (TOPSOIL) 0.0-2.0' 2 1 1 2 1 6 3 2 DARK GRAY FINE -MEDIUM GRAINED SAND & LIMESTONE FRAGMENTS, (SP -GP; 2.0-3.0' 23 5 11 4 3 GRAY SILTY LIMESTONE FRAGMENTS, (GM) 3.0-5.0' 12 7 5 • .7.• : 4 4 4 6 4 VERY DARK GRAY ORGANIC SILT, (MUCK) - PT 5.0-11.0' 33 • � 2 7 ••2:•• 7•••: 1..4 8 1• 1. 1 • 2: EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G-1 4361 Okeechobee Blvd. - Suite A-5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 (954).972.SO/L FACSIMILE #954-9718872 ESTABLISHED 1981 ETE a�;�BELLSOUTH. NET TEST BORING REPORT LABORATORY CLIENT: PROJECT: PROJECT ADDRESS: BORING LOCATION: GROUND NUMBER: 7101720-B BORING NUMBER: CUSTOMER # CREW CHIEF: DRILLER: DRILL RIG # CASING: 1 KURT GUSTINGER PROPOSED SINGLE FAMILY RESIDENTIAL POOL H.E. 1551 NE 103rd STREET - MIAMI SHORES, FLORIDA 33138 A.M -15' SOUTH & 15' WEST OF THE SE PROPERTY CORNER SIMCO WATER: 449" DATE: 05/17/16 ELEV: N/F 3" SURVEY NOT GIVEN UNLESS NOTED: (B.E.G.) BELOW EXISTING GRADE LOCATIONS: - APPROX UNLESS STAKED DEPTH FEET SAMPLE NUMBER BORING NUMBER: 2 PAGE NUMBER: 01/02 N VALUES SPT BLOWS PER 6' VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487 DEPTH 17 7 LIGHT GRAY -TAN LIMESTONE FRAGMENTS LITTLE SAND, (GP) 17.0-20.O' 20 9 9 18 11 - 8 19 14 14 8 20 6 6 21 8 LIGHT GRAY -TAN LIMESTONE FRAGMENTS LITTLE SAND, (GP) 20.0-25.0'. cog• =1111 6 22 14 •• __ - 23 •••11X•• '.4.• 1 8••- 24 9 • 8. 25 •••• ► • 1 • 11."• 26 9 LIGHT GRAY -TAN LIMESTONE FRAGMENTS LITTLE SAND, (GP) 25.0-30.0' 14• • • 10••• 27 • •22•• 1Y••• 11••: 28 111••• 14••• 29 . • , ' 28 • 13 • 16 30 a2..:. 10 • 31 BOTTOM OF BORING © 30.0 FEET : •"• •• • ••• 32 • _ • • STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2' O.D. SAMPLER WITH A 140 LB. HAMMER FALLING 30' SOIL INVESTIGATION d SAMPLING BY AUGER BORINGS: A.S.T.M. 0 1452/STANDARD PENETRATION TEST:ASTM 01566. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL 'PROTECTION THE SOILS WILL BE STORED W OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER, ARCHITECT AND/OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE .STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CERTIFICATE OF AUTHORIZATION #3425 S/19/2016 MOHAMMED A. HAI, -,12.E. SENIOR GEOTECHNICAL ENGINEER FLORIDA REGISTRATION No. 59.345 CRAIG SMITH, PRESIDENT THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS 'FIRM, /ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING_ INC. ••• • • • • •• • • • • • •• THRESHOLD/SPECIAL INSPECTIONS, BORINGS, DENSITY CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" • • EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G-1 4361 Okeechobee Blvd. - Suite A-5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 (954).972.SOIL 4,a., FACSIMILE #954-9718872 ESTABLISHED 1981 SITE LOCATION MAP de-fer! ace- ,_ ».rc.,. 1551 NE 103rd St • • • •••• • • • • •• • •••• • • • • • •••••• •• • • • • • •••• • • • • • • • •••• •• •• • • •• •• •••• • • • • • • •. •• 1 • • • •• •• • • • • •• •• • •••• • • • • • •• 0 PROPOSED POOL KURT GUSTINGER 1551 NE 103 STREET MIAMI GARDENS_ FL THRESHOLD/SPECIAL INSPECTIONS, BORINGS, DENSITY, CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" • ,EITC,Hr Or S UR? VE'Y PREPARED BY: ET)GUNTER GROUP, INC. LAND SURVEYING - LAND PLANNING FLORIDA CERTIFICATE OF AUTHORIZATION # LB 4507 9350 S.W. 22nd TERRACE MIAMI, FLORIDA 33165 (305) 220-0073 LOCAT O\ VAP NOT TO SCALE LIMITS OF PLAT 17 18 NE 103rd STREET PROPERTY ADDRESS: 1551 NE 103rd Street Miami Shores, Florida 33183. LEGAL DESCRIPTION: 7- .. ... .. • . .; . . .; .... . • . . . .. • Lot 19, and the East 5.00 feet of Lot 18, in Block 6, of REPLAT OF TRACT C MIAMI SHORES BAY PARK ESTATES; according to the Plat thereof as recorded in Plat Book 64 at Page 97 of the Public Records of Miami -Dade County, Florida. FOR: Kurt Gustinger and Donna Gustinger, husband and wife. SURVEYOR'S NOTES: I) This survey was conducted for the purpose of a "Topographic Survey" only and is not intended to delineate the regulatory jurisdiction of any federal, state, regional or local agency, board, commission or other entity. 2) The accuracy obtained by measurements and calculations on this survey, meets and exceeds the Minimum Technical Standards requirements for a Suburban area (1 foot in 7,500 feet) as specified in Chapter 5J-17, Florida Administrative Code. 3) The North arrow direction shown herein is based on an assumed Meridian. 4) Bearings shown based on an assumed meridian of N89°50'54"E along the front boundary line of the subject property. 5) In some cases graphic representation have been exaggerated to more clearly illustrate a particular area where dimensions shall have preference over graphic location. 6) Legal description was provided by the client and is subject to any dedications, limitations, restrictions reservations or easements of record. 7) Examination of the Abstract of Title will have to be made to determine recorded instruments, if any, affecting the property; search of Public Records not performed by this office. 8) No effort was made by this office to locate any underground utilities and/or structures within or abutting the subject property. 9) This survey has been prepared for the exclusive use of the entities named hereon only and the certifications hereon do not extend to any unnamed parties. 10) Elevations shown referred to National Geodetic Vertical Datum (1929); Miami -Dade County bench mark No.: B-62, elevation: 8.74 feet. 11) According to the National Flood Insurance Program, the subject property falls in Community No. 120652, Panel No. 0306, Suffix L, Date of FIRM 09-11-2009, Flood Zone AE, based flood elevation: 9 feet. 12) Contact the appropriate authorities prior to any design work on the hereon -described parcel for Building and Zoning information. 13) Professional Land Surveyor and Mapper in responsible charge: Rolando Ortiz LS 4312, State of Florida. 14) This survey is not valid without the signature and the raised seal of a Florida Licensed Land Surveyor and Mapper. I hereby certify to 1) Kurt Gustinger and Donna Gustinger, husband and wife; 2) Fidelity National Title Insurance Company; 3) HSBC USA, N.A., its successors and/or assigns, as their interest may appear; 4) Rahman Lewis, LLP; that the Sketch of Topographic Survey of the described property is true and correct to the best of my knowledge and belief, as recently surveyed and platted under my direction; also that meets the Minimum Technical Standards set in Chapter 51-17, Florida Administrative Code, pursuant to Section 472.027 Florida Statutes. By Ro mdo Ortiz LS 4312 Professt.nal Land Surveyor & Mapper, State of Florida. NOT VALID WITHOUT SHEET 2 OF 2 (SHEET 2 OF 2 CONTAINS SKETCH OF SURVEY) KURT & DONNA GUSTINGER 1551 NE 103rd Street Miami Shores, Florida 33183. JOB No.: 04-8066 SKETCH No.: 7407 DATE: 04-29-2016 SCALE: 1"=20' SHEET: 1 OF 2 NORTH SKETCH Or S,UR1 VERY PREPARED BY: EDGUNTER GROUP, INC. LAND SURVEYING - LAND PLANNING FLORIDA CERTIFICATE OF AUTHORIZATION # L8 4507 9350 S.W. 22nd TERRACE MIAMI, FLORIDA 33165 (305) 220-0073 LEGEND: - CENTER LINE rp• - SPOT ELEVATIONS rQ, - WOOD POWER POLE LIMITS OF PLAT FIP 1/2"nom NO Jc? r w moo, ON LINE EAST 5' OF LOT 18 BLOCK 6 10.0' ABBREVIATIONS: CBS CONCRETE BLOCK & STUCCO C.L.F. CHAIN LINK FENCE FIP FOUND IRON PIPE RES. RESIDENCE # NUMBER PL PLANTER O.U.L. OVERHEAD UTILITY LINE U.E. UTILITY EASEMENT (TYP) TYPICAL PRM PERMANENT REFERENCE MONUMENT CL CLEAR ID IDENTIFICATION CBS WALL N89°46'39"E 105.00' o o FIP 1/2" NO ID •••• o PAVES �' \ ' AREA \'' '2\ FOUNTAIN yri/>� .� y S^� ''' 4' 20.0' /;� `. ,' cn% > i 31.3' 7%2 S6 SS° / / / 25.9 0 W 0.7' CL 10.0' FOUND 445.05 V FIP 1/2" PRM NO ID 1\,`,' ➢; //TWO STORY p rD / /, RES # 1551 YA>1u/�///// ///� / ' '>�n: m,/ / FOYER ENTRANCE ELEV.: 7.65 FEET yNr-\N i� MAIN FINISH FLOOR ELEV.: 9.25 FEET :rn\ / GARAGE ELEV.: 5.80 FEET /////%/ / /16.4'/ 1 ••ot•• • • • • • • • • • ••1000• • • • • co P/ / '// co I, /19.2'//, / 18.4'/,/ LOT 19 ,P,:1;,,,,,, u *v> > ` /,'4",..z.....//: -PORCH-- BLOCK 6 2 • - 1313'‘\\''-*‘'' ♦ \`�k�1,Q;Q N89°50'54' ?\ :p '\'' y 15' PARKWAY v‘V� \ ti v�� 13.6 \',;:-/,'\ 0.4' 11.0' LOT 20 BLOCK 6 FIP 1/2" LANNES & GARCIA 03rdSR�. 20' ..'ASPHALT:PAVEMENT. NOT VALID WITHOUT SHEET 1 OF 2 (SHEET 1 OF 2 CONTAINS LOCATION MAP AND SURVEYORS NOTES) KURT & DONNA GUSTINGER 1551 NE 103rd Street Miami Shores, Florida 33183. JOB No.: 04-8066 SKETCH No.: 7407 DATE: 04-29-2016 SCALE: 1"=20' SHEET: 2 OF 2 STRUCTURAL CALCULATIONS NEW SWIMMING POOL FOR: KURT GUSTINER LOCATED AT: 1551 NE 103 St Miami Shores, FL DATE: June 13, 2016 STRUCTURAL DESIGN: TC ENGINEERING, INC CA LIC. No 30288 ANTONIO CANELAS, P.E. LIC. No. 74099 . . . .. .. . . . . .... .. .. .. ..• • . • ... . • .... .... . .. .. . . . . .• . . .. • . .... . . .. • . • . • . . THESE CALCULATIONS HAVE BEEN PREPARED IN ACCORDANCE WITH THE FOLLO• WING 0713E5 AND STANDARDS: • FLORIDA BUILDING CODE 2014 • ASCE 7-10 • ACI -318-11 • AISC MANUAL OF STEEL CONSTRUCTION, AISC 360-10 14 EDITION. • ACI530-11 • FOR WOOD CONSTRUCTION, NDS -12 (2012 EDITION) THE ENGINEER WHO'S SEAL APPEARS BELOW ASSUMES RESPONSIBILITY FOR ALL THE ENCLOSED MANUAL AND CO PACKAGE F STRUCTURAL DESIGN CALCULATIONS.D CALCULATIONS THAT AREA PART OF THIS TOTAL NUMBER OF CALCULATION PAGES: 17 TC ENGINEERING, INC CA LIC. No 30288 ANTONIO CANELAS, P.E. LIC. No. 74099 7815 SW 24 ST SUITE 111 MIAMI FL, 33155 305 261 0321 • • • • INDEX • DESCRIPTION �.TO fl •' 1- POOL DESIGN .... .... . . • . PAVES .... •... • • .... • • •• • • ••• •• THESE CALCULATIONS HAVE BEEN PREPARED IN ACCORDANCE WITH THE FOI,1;,ONNNG COb S • • AND STANDARDS: • • • • • FLORIDA BUILDING CODE 2014 • • ASCE 7-10 • • • ▪ • • ACI -318-11• ' • • AISC MANUAL OF STEEL CONSTRUCTION, AISC360-10 1• 4 EDITION. ACI 530-11 FOR WOOD CONSTRUCTION, NDS -12 (2012 EDITION) THE ENGINEER WHO'S SEAL APPEARS BELOW ASSUMES RESPONSIBILITY FOR ALL THE ENCLOSED MANUAL PACKAGE F ARE A PART OF THIS STRUCTURAL DESIGN CALCULATIONS. TOTAL NUMBER OF CALCULATION PAGES: 17 10 TC ENGINEERING, INC CA LIC. No 30288 ANTONIO CANELAS, P.E. LIC. No. 74099 7815 SW 24 ST SUITE 111 MIAMI FL, 33155 305 261 03 •••• . 1 • r •••• • • • •• • •••• • s • • • '• • • • • •••• • • • • • • • • •••• •• •• •••• • • • • •• •• •••• • • • • • • • • • • • • • • •• • •••• • • • POOL DESIGIV.1 • • • • • • Ib, in, F. site plan 6/13/2016 3:05 PM ( 3 � Pop s 71:/0�� --,6'' t QAC: kJe. kr) 3L) .. ... . . . . . .. • • • • .. • .. ... .. • • • .. • ••• • • • • • •••• • • • • .. •• ••• • ••• .. • • • • • • .. •• • 1 SAFE 12.3.2 . .. • • • .. • • .. • • • • • ••• • • • ..• • •••. • • • • • • • • ••• • • • • • • • • • •• • .. • • • .. . . • • ••• • • Plan View . - SAFE. v12.3.2 -. License tr J•� . site ,i.fQ 13 Jute 2016 . Table: Column insertion Point Table: Column Insertion Point Line CardinalPt OffsetXl. OffsetYlr OffsetZi OffsetXJ OffsetYJ OffsetZJ I in in 'in in in 42 10 (centroid) 0.0000 0.0000 '0.0000 0.0000 0.0000 0.0000 43 10 (centroid) 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 47 10 (centroid) 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 49 10 (centroid) 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 50 10 (centroid) 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 51 • 10 (centroid) 0.0000 0.0000 0.0000 • 0.0000 0.0000 0.0000 52 10 (centroid) 0.0000 0.0000 0.0000 . 0.0000 0.0000 0.0000 53 10 (centroid) 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 54 10 (centroid) 0.0000 0.0000• 0.0000 0.0000 0.0000 0.0000 55 10 (centroid) 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 56 10 (centroid) 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ' 57 10 (centroid) 0.0000 0.0000 0.0000 ' 0.0000 0.0000 0.0000, Table: Column Local Axes Table: Column Local Axes Line Angle Degrees 42 0.000 43 0.000 47 0.000 49 0.000 50 0.000 51 0.000 52 0.000 53 0.000 54 0.000 55 0.000 56 0.000 57 0.000 Table: Column Properties 01 - General Table: Column Properties 01 - General Color Notes, 1 Column y HELICAL Circular Blue Added 7/26/2014 12:00:00 PM PILE PILE 14 Circular Gray8Dark Added 7/31/2014 9:16:21 PM DIAM •••• • • • • •••• • • • •• • • •••• • • • •• • •••• • • • • • • • •••• •• •• •••• • • • • •• •• •••• • • • • • • • • • • • • • • • • • • • • • • • •• • •••. • • • •• • • Page 1 of 6 • site'pian.fdb Table; Column Properties 03 - Circular. Table: Column Properties 03 - Circular Column MatProp Diameter A utoRigid AutoDrop lncludeCap 1 in HELICAL A615Gr60 3.5030 No No PILE PILE 14 5000Psi 14.0000 No No DIAM No Table: Column Property Assignments Table: Column Property Assignments Line ColProp 42 HELICAL PILE 43 HELICAL PILE 47 HELICAL PILE 49 HELICAL PILE 50 HELICAL PILE 51 HELICAL PILE 52 , HELICAL PILE 53 HELICAL PILE 54 HELICAL PILE 55 HELICAL PILE 56 HELICAL PILE 57 HELICAL PILE Table: Load Assignments - Surface Loads Table: Load Assignments - Surface Loads 'Area T LoadPai Dir - Oi ifLoad - A B Ib/t2 1bft3' ... Ibtft3' 17 F Gravity 40.32 0.0000E+00 0.0000E+00 19 F Gravity 220.32 0.0000E+00 0.0000E+00 19 H Gravity -31.68 0.0000E+00 0.0000E+00 20 F Gravity 250.56 0.0000E+00 0.0000E+00 20 H Gravity -61.92 0.0000E+00 0.0000E+00 21 F Gravity 312.48 0.0000E+00 0.0000E+00 21 H Gravity -188.64 0.0000E+00 0.0000E+00 22 F Gravity 374.40 0.0000E+00 0.0000E+00 22 H Gravity -250.56 0.0000E+00 0.0000E+00 S./=,E v 12.3.2 - License #269. 13 June 2016 • ... • • .••. • . • • •• . ••.• • • • • • .. • • • • • ...• • • . • • • • • • •.•. .. •. • • •... • • • •• •. .••. • •* • • .. •c Ib/ft2 }..•�: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 • • . •••• • • • •• • • • • • Page 2 of 6 site plan.fab Table: Load Cases P1,- General Table: Load Cases 01 - General • LoadCase Type DesignOpt DesignType • I DEAD NonStatic Auto . DEAD LIVE NonStatic Auto LIVE F NonStatic. Auto SUPER DEAD H NonStatic Auto OTHER Table: Load Cases 02 - Static Table: Load Cases 02 Static DEAD Zero Cracked 0.000010 LIVE Zero Cracked 0.000010 F Zero Cracked 0.000010 H Zero Cracked 0.000010 Table: Load Cases 06 - Loads Applied Table: Load Cases 06 - Loads Applied ILoadCase LoadPat SF DEAD DEAD. 1.000000 LIVE LIVE 1.000000 F F 1.000000 H H 1.000000 Table: Load Combinations, Part 1 of 2 SAFE v12.3.2= .I_ioense #9B9 13 June 20:6 •• • • • •• • •••• • • •••• • • •• • • Table: Load Combinations, Part 1 of 2 •••• Combo Load SF- Type DSS_i:rength DSServinit DSServNor ..p$ygrvLot ° �a'topesigr 1 . m •..• • • •1 • • • • • 1.000000 Linear Add No No Yes, ... • No 1.000000 •••"• • ••••• • 1.000000 •• • 0.600000 Linear Add No No Yes : • Qlo • • No • 1.000000 .•. . 1.400000 Linear Add Yes No No .. • lilo •••• No • 1.400000 • • • 1.200000 Linear Add Yes No No No No 1.200000 1.600000 0.900000 Linear Add Yes No No No No 1.600000 SERV1 SERV1 SERV1 SERV2 SERV2 ULT1 ULT1 ULT2 ULT2 ULT2 ULT3 ULT3 DEAD F LIVE DEAD H SERV1 F DEAD F LIVE DEAD H Page 3 of 6 • site plan.fab Table: Load Combinations, Part 2 of 2 ' Table: Load Cornbinations, Part 2 of 2 Combo Nates SERV1 Added 7/26/2014 3:0121 PM SERV1 SERV1 SERV2 Added 7!28/2014 3:02:01 PM SERV2 ULT1 Added 7/26/20.14.3:02:39 PM ULT1 ULT2 Added 7/26/2014 3:03:32 PM ULT2 ULT2 ULT3 Added 7/26/2014 3:04:14 PM ULT3 Table: Load Patterns Table: Load Patterns LoadPat Type SeIfWtMult.1 DEAD DEAD 1.000000 LIVE LIVE 0.000000 F SUPER 0.000000 DEAD H OTHER 0.000000 Table: Material Properties 01 - General Table: Material Properties 01 - General _. .. IMaterial Type Color Notes 4000Psi Concrete Cyan Normalweight fc = 4 ksi added 7/26/2014 10:54:23 AM 5000Psi Concrete Green Normalweight fc = 5 ksi added 7/26/2014 11:47:27 AM A416Gr270 Tendon Gray8Dark ASTM/A41641 54Grade 27 added 7AM A615Gr60 Rebar Magenta AS T2s 615 Gr 5e 60 60 adAded Table: Material Properties 03 - Concrete Table: Material Properties 03 - Concrete Material E U, A <7;nitWt Fc L'tWtGonc. kip/int F lb/ft3- kip/in2, 4000Psi 3604.997 0.200000 5.5000E-06 1.5000E+02 4.000 No 5000Psi 4030.509 0.200000 5.5000E-06 1.5000E+02 5.000 No 2:3.2 - License #9B9. .1.3; June 2616 •••• • • • • •••• • • • •• W •••• W • • •• • • • •••• • • • • • • • ••• •• •• •••• • • • • • �• • • • • •• •• •••• • • • • • • • • •• • • • • • • •• • • • • •••• • • • • • •• • Page4of6 Tab[e: Material Properties 04 -.Rebar • Material A615Gr60 Table: Material Properties•04 - Rebar E UnitWt ' Fy Fu kip/int Ib/ft3' . kipfin2 kipfin2 29000.000 4.9000E+02 60.000 90.000 Table: Material Properties 05 - Tendon Table: Material Properties 05 - Tendon Material E UnitWt Fy Fu kip/in2 lb/ft3 kip/in2 kipfin2 A416Gr270 28500.000 4.9000E+02 . 245.100 . 270:000 Table: Point Restraint assignments Table: Point Restraint Assignments Point Ux Uy Uz Rx Ry Rz • SAFE `12.3.2.-�Ic.anse #9B9 13 June.20 L6. 67 Yes Yes Yes Yes Yes Yes 68 Yes Yes Yes Yes Yes Yes 72 Yes • Yes .Yes Yes Yes Yes 74 Yes Yes Yes Yes Yes Yes 75 Yes Yes Yes Yes Yes Yes 76 Yes Yes Yes Yes Yes Yes 77 Yes Yes Yes Yes Yes Yes 78 Yes Yes Yes Yes Yes Yes 79 Yes Yes Yes Yes Yes Yes 80 Yes Yes 'Yes Yes Yes Yes 179 Yes Yes Yes Yes Yes Yes 181 Yes Yes Yes Yes Yes Yes Table: Slab Properties 01 - General Table: Slab Properties 01 - General Slab Type Color Notes. DROP Slab Red Added 7/26/2014 12:25:05 PM SLAB10 Slab Magenta Added 7/26/2014 11:48:05 AM Table: Slab Properties 02 - Solid Slabs Table: Slab Properties 02 - Solid Slabs Slab Type MatProp Thickness Ortho in' DROP Slab 5000Psi 18.0000 No SLAB10 Slab 5000Psi 10.0000 No •••• • • • • •••• • • • • •• • •••• • • • • • • •• • • • • •••• • • • • • • • • • •••• •• •• • • b• •• • • • • • • • •••• • • •••• • • • ••• • • • • • •• • • • • •••• • • • • •• • Page5of6 Tab[e.:..Stab Property. Assignments Table: Slab Property • • Assignments I'Area SlatiProp 17 SLAB10 18 SLAB10 19 None 20 None 21 None 22 None 23 DROP 25 DROP 26. DROP 27 DROP 31 DROP 32 DROP 34 DROP 35 DROP 36 DROP 37 DROP 38 DROP 40 DROP Table: Wall Properties Table: Wall Properties Wall MatProp Ttiickneas. AutoRigidOutOfPtane Color in WALL8IN 5000Psi 8.0000 No No Red • Table: Wall Property Assignments Table: Wall Property Assignments Area WallProp 1 WALL8IN 2 WALL8IN 7 WALL8IN 8 WALL8IN 9 WALL8IN 10 WALL8IN 11 WALL8IN 12 WALL8IN 13 WALL8IN 14 WALL8IN 15 WALL8IN 41 WALL8IN 42 WALL8IN 43 WALL8IN 44 WALL8IN 45 WALL8IN 'SAFE v12,3.2 -. License #9,..5A.? 3 June 20'1 6 •.•. • • •••• • • • •• • •••• • • • •• • • •••• • • •••• • • •• •• • • • • • • • • . •• •••• • • •••• �• • • • • • • • • • • • • • • • • • • • • • • •• • • •••• • • • •• • • • Page 6 of 6 site plan 6/13/2016 559 PM .. ... . . . . . .. • • • • • • . .. 0110 .. • • • • .0. • • • • • •• • • • .. • • •• •• •• • • • • • • .11.11 ..11. 57 560. "x"G r 520..•' 4130. 440. 400. 360. 320.' 280.1 2401 200.` 16a 120. 80. 40. SAFE 12.3.2 Slab Surface Lbtdin4in GravitybitectivnTF) 4rblft2] 000 •• • • • 0 . • • • • • • • • • • • • 000 • • • • .0 00 • • • .. .. 000 • • • 000 • • Ib, in, F site plan 6/13/2016 6:00 PM • .. ... . . . . . .. . . . . . . .. ... .. . . . .. • ••• • • • • • • .. • • • • • • • • • •• • ••• • • • .. •• . . O. • • -20. �. -40.'. -60. -80. -100. -120. . -140., - 160. - 180. - 200.• -220. -240. -260: SAFE 12.3.2 .. • • • • • • Slab Surface Loading in Gra1ity Dlitctiotf(H) 1Ib/ft2] ••• • • • • ••• • • ••• .. •• • • ••• • • • • •• • • • .. • • • • .. .. • • ••• • • Ib; in, F site plan 6/13/2016 556 PM SAFE 12.3.2 .. . . . . . . Slab Strip Design - Layer A - Bottom Reinro?cem'ent (ErNelepfig Fretxurah) - Additional to #4 @ 10 in (Bot) Ib, in, ... . . . . ... . . ft. • . •• • • • • • • • • • • • • • • • • • .... • • • .. .. ... . • • ••• • . site plan 6/13/2016 5:57 PM SAFE 12.3.2 ▪ •• • • • • • • Slab Strip Design - Layer B - Bottom Reinforcement (Ertvelerig Flticurat) - Additional to #4 @ 10.in (Bot) • •• • . • • . . . • • •• •• •. • . •• •• . •.• • • • . • • • • •• • . • • • • • •••• •• •. •• •• •••• .•• • • • .• ••• •• site plan 6/13/20.16 557 PM SAFE 12.3.2 • ..0 • • . . 11. • .11.. 11..11 1111 • .11. 11 .... 11 • . • Slab Strip Design - Layer A - Top Reinforcement (Enveloput ing t-1exaI) - Additional to #4 @ 10 in (Top) Ib, in, F .00 • •• • .00 • • • • • • • • • • •• . 0110 • • • 11 11 11 11 1111 11 • 11 11 11 • 00 00 • . • 00 00 000 • • • . 0 0 • . 6/13/2016 5:57 PM site plan SAFE 12.3.2 • ... • • • • • • • • ••• ••• • • • • • • • • • .. • • • Slab Strip Design - Layer B - Top Reincorce hent (rnv4l5T3ing flexural) - Additional to #4 @ .10 in (Top) . Ib, in, F ••• . • • • ••• • .. ••• • . • • • • • • • ••• • • • • • • • • • •• • •• • • • •••• • • ••• • • site plan 6/13/2016 5:56 PM SAFE 12.3.2 • . . . . . . Punching Shear Capacity Ratibt?Sheaf Reifforcement ... . . . . . • ••• ••• ••• • • . ••• • • • • .. • • • • • ••• .. •• Ib, in, F site plan 6/13/2016 5:58 PM SAFE 12.3.2 Joint Reaction biagrarn - (Sr RV1}'[kip' kip -ft] 000 • • • • 00. . . • • • • .00 • • • • • • • • • • .. .. • • • .. 00 4100 • 0' • 4141. • • Ib, in, F --` 6/13/2016 5:58 PM. site plan • ••• • • •• • •• •• • • • • • • • • • •• • • • * • • • • • • • • • • • • •• . • • •i • • • • • • Joint Reg tion biagrarfi - ('3ERV2) [kip! kip -ft] SAFE 12.3.2 .•• • • • • ••• • • • • • • • • • • •••• •• • • • • • • • •• • •• •• • • • • ••• • • • •• ••• • • • • • • • •• ••