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DEMO-14-553Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 209420 Scheduled Inspection Date: May 12, 2014 Inspector: Rodriguez, Jorge Owner: SALT, ABBIE Job Address: 1468 NE 104 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER comments Permit Number: DEMO -3 -14 -553 Permit Type: Demolition Inspection Type: Final Work Classification: Building Phone Number Parcel Number 1122320320320 II IIIGYWV • ..VVYM vv.�.. •.v.�w DEMOLITION OF EXISTING POOL TO ALLOW THE INSPECTOR COMMENTS False CONSTRUCTION OF A NEW SWIMMING POOL Inspector Comments Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 09, 2014 For Inspections please call: (305)762 -4949 Page 4 of 22 r 41P4 �a BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 1468 NE 104 Street E_CTFkJ ED MAR 2 2W aY: FBC20VD Permit No. Master Permit No D CLm®H ":555 ROOFING City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcew 11- 2232 - 032 -0320 Is the Building Historically Designated: Yes NO X Flood Zone: AE OWNER: Name (Fee Simple Titleholder): Abbie R Salt phone#: 305 - 525 -1286 Address: 1468 NE 104 Street City: Miami Shores State: FL zip: 33138 Tenant/Lessee Name: Phone#: Email. absgarden @aol.com CONTRACTOR: Company Name: al-t-e 0 tt t lelq,. Phone#: Address: City: State: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ 2,000. Square/Linear Footage of Work: 800 Type of Work: ❑Addition DAlteration ONew ORepair/Re lace ODemolition Description of work: Remove pool and patio lv1 ®e- .@ r•- ��c'c'? e,, Color thru ti e: Submittal Fee Scanning Fee $ Permit Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ h p A Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. o _ Signature G n (.' Signature Owner or Agent The foregoing instrument was acknowledged before me this j day of i' G 1 20 �q , by who is Rersonall own to me or who has produced As identification and who did take an oath. NOTARY PUBLIC' Sign: Print. Contractor The foregoing instrument was acknowledged before me this day of .20 _, by , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: KELLE LANE JACKSON My Commission Expires: * * MY COMMISSION # EE 069085 EXPIRES: July 1, 2015 srgTF� Bonded Thru Budget Notary e kRs: kHa/ kH�A' �Hsek' k8` sk�Isrk 'k�kekdsn�r�sA'��skek=ksk�A'� 'k �k aR'k Hs:R �' k�&' k�k�A' �akA' �e k' bH��kN�H�+ AH�H+ d�dseksk6��A�sk�A' ��k�= kdsN��e k�8 'k��#�RH`�aRA'�'AdaoR`H�eRH��kn �I+Q«'k�A'� Nsd�sbsRoA4e'b APPROVED BY ` Plans Examiner ✓ / ng Structural Review (Revised 3 /12J2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: J &76i e DATE: 3 i 7 3-i' l ADDRESS: 1'4 b s= Aj r% 6 t I S�. Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entities me to work as my own contractor, I further understand thaf I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must s0p6rvise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have bulk yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who Is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.CA and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial Ce 2. 1 understand that building permits are not required to be signed by a property owner unless he or she Is responsible for the construction and is not hiring a licensed contractor to assume responsibility. initial 3. 1 understand that as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial -4. 1 understand that I may build or Improve a one family or two - family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself Is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. 1 understand that, as the owner - builder, l must provide direct, onsite supervision of the construction. initial I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial — 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those Injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 6 \- I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. ` Inrda 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or httodAvww.mygoddeficanse.com/dbpr/pro/dlbfinde)Lhtml Initial 11. 1 am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be In civil court. it Is also important for you to understand that if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be Issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 1 14"' day of M arc, � . 20 l By �a- who was personate known to me or who has Produced there License or as identification. War;, WIN NOTARY �& p:;e��n KELLE LANE JACKSON w * MY COMMISSION Ik EE 068085 EXPIRES: July 1, 2015 9��FLp�oc kM Tim B No" Oates ,- ,; .. '+�•••,� L.ti%e•�v',Te'.d7eF.r,: •w ',�. 4 -7-F •�;�g '+.+: #•' i� •i. •�Jdf: :ta'� '�' "•' "�s'- ''.''';, '. °• -- ��� .a •"T'"•en �'su :'}� }ter y ,l• .'Y!�• - �:. SURVEY LAND SURVEYORS' sKeraw BOUNDARY SURVEY Miami Shores Village HI MUST u APPROVED ELY DATE Ok. ZONING DEPT � l JO AT TIME Ot BLDG DEPT c� qA ` 8 SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE ANb COUNTY RULES AND REGULATIONS MEN ' ter. i.:!k' ?.1•:.- '..r: 1 MOO P.tx M l2�u� , !' VWK �. 1(or44D : !9 W 16. . � - - t7.7 „• ate` ' 0',141!! Cdr s Awsf K 1 (0%10 lti3 &dlt:.tC..4 G ccr 419 Elm 0 A dG. tX9 00� . r 0At st V e 3A-, ENGINEERING & TESTING; INC. Phone: (866)'81-6889 •Fay: (866)784 -8550 www.noridaengineeringandtesdng com 250 S.W. IP Avenue Pompano Beach, VL 33069 REPORT OF GEOTECHNICAL EXPLORATION d FOR: U V Abbie Salt 1468 N.E. 104th Street Miami Shores, Florida 33138 PREPARED FOR: Proposed Swimming Pool 1468 N.E. 104th Street Miami Shores, Florida 33138 PREPARED BY: I'lorida Engineering & Testing, Inc. 250 S.W. 13th Avenue Pompano Beach, Florida 33069 (954) 781 -6889 ON: February 19, 2014 VU ��'� -33 �'` ./l�suranee a TABLE OF CONTENTS I.) DISCLAUR H.) COVER LETTER • SOLI. STRATAS • WATER LEVELS • FOUNDATION RECOMMENDATIONS III.) STANDARD (DYNAMIC CONE) PENETRATION LOG(S) IV.) FIELD SKETCH V.) MAP OF SUBJECT SITE VI.) GENERAL NOTES • KEY CLASSIFICATIONS & SYMBOLS VII.) LBWATIONS OF LIABILITY p` DISCLAIMER Our report findings are bass � on present onsite soil conditions encountered. It is imperative that you read our reports in their entirety and follow all recommendations as listed. Failure to follow our recommendations, may result in delays and additional costs due to permitting agencies (Building Department, etc.) withholding .a Certificate of Occupancy for your proposed structure(s). All recommendations shall be followed in order to receive a final certification, which may include but not be limited to density testing per lift of fill material, demucking verifications, piling inspections. In addition, these reports are 4 foundation analysis only and shall not be used for excavating, backfilling, or pricing estimates. Please schedule us at least'24 hours in advance for all tests and inspections. If you choose to use another engineering firm fo? ffi Cher testing and inspections, it is your responsibility to ensure that they provide you0 with the proper dertification in writing, as outlined in our report. r February 19, 2014 Abbie Salt 1468 N.E.104o' Street Miami Shores, Florida 33138 RE: SUBSOIL IN VE �IGATION Proposed SwimminktPool 1468 N.E.104tb Stree Miami Shores, Floria 33138 Dear Sir or Madam; ENGINEERING & TESTING, INC. Phone: (866) 781 -6889 *Fax.- (866) 784 -8550 wfvw Jlaridaengineeringandtesdng.com 250 S.W.13`h Avenue Pompano Beach, FL 33069 Job Order No.: 14 -581 Pursuant to your request, Florida Engineering & Testing, Inc., has completed a subsoil investigation on February 13, 2014, at the above referenced site. The purpose of our investigation was to verify subsoil conditions relative to the proposed structure(s) foundation preparation and design. Our recommendations are based on the assumption that the proposed structure(s) are as follows: a standard size gunite swimming pool. One (1) SPT boring was performed according to ASTM D -1586 down to a depth of twenty -five feet (25) below existing ground Level (BEGL) (see attached field sketch for locations). The following is a general condition for the subjgct site: Depth 1 From To Soil Descriptions 01011- 210" Grayish Brown Silty Sands 210" - 10'0" Dark Brown Silty Sand with Traces of Organics and Roots (7.2% Organic Content) 1010" -13'0" Light Gray Limestone and Sand 13'0" - 2510" Tan Limestone Groundwater table elevation was measured immediately at the completion of the boring and was found at at a depth of four feet three inches (4'3") BEGL. Fluctuation in water levels should be anticipated due to surface runoff, tidal influences, seasonal variations, varying ground elevation, construction dewatering and pumping activities in the area. Site contractor must familiarize themselves with site conditions in the event groundwater controls and dewatering is needed. The contractor shall make sure that groundwater levels on adjacent properties are not affected by the contractors dewatering activities. Specialty groundwater contractors shall be consulted for all work below the groundwater level t 6 Q A. ,�'.qjsurtinee i Page 2 l.., , Webmary 19, 2014 Job Order No: 14 -581 FLO A Abbie Salt Proposed Swimming Pool 1468 N.E. 1041 Street, Miami S11 res, Florida 33138: The boring log(s) attached �I present(s) a detailed description of the soils encountered at the test location(s). The soil strafif�ation shown on the boring log(s) is based on the examination of the recovered soil samples and h, erpretation of the driller's field log(s). It indicates only the approximate boundaries between soil type*. The actual transitions between adjacent soil types may be gradual. Unsuitable silty material was encountered at approximately two feet (2') down to ten feet (10') BEGL. All unsuitable silty organic material encountered must be removed prior to construction of the proposed pool on a shallow foundation system. This information is intended for foundation analysis only;. it is not to be used for excavating, backfilling or pricing estimates. Florida Engineering &' Testing, Inc., shall be on -site to monitor the excavation of the organic material to ensure, complete removal. Based on our understanding�of the proposed structure and the information obtained from our field boring logs; we recommend tie following procedures for shallow foundation preparation: Alternative I: Shallow Fouddation Svstem (After Excavation of Unsuitable Materials 1) Locate the pool/spa an . deck area, excavate and remove the layer of unsuitable silty material down to limestone Amation located at approximately ten feet (10') BEGL under all construction areas pluso feet (2) past the outer perimeter of the structure. To ensure proper removal of organic mat pal dewatering the area is recommended. 2) All excavations shall ' iaaintam a minimum of 2 horizontal to 1 vertical (2:1) next to all foundations to prevet undermining of existing foundations. If the required slope recommendations cannot be maintained, then shoring of the existing foundations may be required to prevent undermining. 3) De -water the bottom of the excavation and compact with a vibratory roller to a minimum of 95% of the A.S.T.M. D -1557 modified proctor method. 4) Backfill to proper pool bottom elevation if needed using a clean granular material placed in lifts not to exceed twelve inoes (12 ") in thickness and compacted as per item 3. 5) Care should be taken when using vibration in case of existing structures in the vicinity of the construction area. If Oration cannot be used for compaction, static compaction may be applied. However, in this case, ' e compacted layers should not exceed six inches (6 ") in thickness. 6) All construction fill nlerial shall be clean granular soil, free of organics or other deleterious material, and shall cont -; "in no more than ten (10) percent fines passing a U.S. Standard No. 200 sieve (0.075mm). In oler to ensure that the soils at the bottom of the pool are stabilized we recommend that a six () inch layer of D.O.T. number 57 stone be placed at the bottom of the pool foundation. d 7) Representative samples of the on -site and proposed fill material should be collected and tested to determine the classification and compaction characteristics. Page 3 February 17, 2014 Job Order No. 14 -581 Abbie Salt Proposed Swimming Pool 1468 N.E.104d' Street, Miami Shores, Florida 33138: 7 Wni- 0 8) Verify all densificationprocedures by taking an adequate number of field density tests in each layer of compacted material. 9) All Geotechnical work'shall be performed under the supervision of a Geotechnical Engineer or his authorized represen 'five. Provided the above founda on recommendations are achieved and verified; it is our opinion that the proposed structure can a designed for a shallow foundation system with a permissible soil bearing pressure not to ez `` -ed 2,000 P.S.F. Bearing capacity certification requires satisfactory completion and verificatioi pf all the above foundation recommendations. If applicable, provisions shat be made by the architect, engineer of record and contractor to address differential settlements when tying in new to existing structures. If applicable, the seawall structure should be inspected to verify the structural integrity and prevent undermining due to the piling installation or excavation operations. Care should be taken to avoid damaging seawall tiebacks. Alternative H: Deep Foundation System Deen foundation systems shall consist of one of the following alternatives: Alternative Pile Foundation Approximate File Depth Size Allowable Pile Capacity in Tons Compression Allowable Pile Capacity in Tons Tension Allowable Lateral Capacity in Tons Pin Piles Tip Refusal 3 Inches 5 Tons N/A N/A Helical Piles 251, 301 BEGL 3 Inches 12 Tons N/A N/A Auger Cast Piles ° BEGL 14 Inches 30 Tons 12 Tons 2 Tons BGL - Below Ground Length Estimated Lateral Load for aile Top Deflection of of less than one (1) inch. The proposed pile length is based on the existing gro.d elevation at the time of drilling. Pile length may vary depending on proposed grade beam elevan and soil profile. The minimum center to center of piles or adjacent foundations shall be not less 7han twice the average diameter for round. piles or 1 % times the diagonal dimensions of rectangular piles, but in no case less than thirty (30) inches. In. the case of the pin, helical piles, or auger cast piles, a minimum of two (2) piles shall be driven to determine production pile length. Helical piles shall consist of Atlas, Chance, Ingal, or equivalent manufacturer. Helical pile final bearing capacity is determined in the field based on final achieved torque as per proprietary manufacturer specifications and shall be placed under the supervision of our geotechnical engineer to verify achieved bearing capacities. i All piles shall be designed by a professional engineer and shall be placed under supervision of our Geotechnical Engineer to verify compliance with our recommendations. A licensed pile contractor shall be consulted to determine actual pile depth and capacity. All work shall be in accordance with local building code and (if equired) coastal zone construction requirements. All work shall be conducted by an experienced iorda Licensed Specialty Piling Contractor. The grout used in the pile mSC t�uvn Ala aeYeiop a um compressive site WL of 41fl00 PSI at 2% days. Page 4 ..February 17, 2014 Job Order N .14 -581 F+ LO A Abbie Salt Proposed Swimming Pool 1468 N.E.104t' Street, Miami S °res, Florida 33138: r In case of existing structurq in the vicinity of the pile driving operation, care shall be taken not to create excessive vibration. Vibration levels shall be monitored to verify compliance with county regulations. Steps must be taken to prevent excessive vibrations. In the event excessive vibrations are experienced during construction, alternative driving methods shall be implemented (i.e.: predrilling, jetting, hydraulic push, etc.) All slabs shall be designed as structural slabs spanning between supports and designed by a Florida Registered Structural Engineer and placed under the supervision of a Geotechnical Engineer to verify compliance with our recommendations. If applicable, provisions shad be made by the architect, engineer of record and contractor to address differential settlements whefi ' tying in new to existing structures. If applicable, the seawall structure should be inspected to verify the structural integrity and prevent undermining due to the piling installation or excavation operations. Care should be taken to avoid damaging seawall tiebacks. Regardless of the thoro ss of a Geotechnical exploration there is always a possibility that conditions may be different aim those of the test location(s); therefore Florida Engineering & Testing, Inc., does not guarantee an subsoil condition surrounding the bore test hole(s). For a more accurate portrayal of subsurface con °ons, the site contractor should perform test pits. The discovery of any site or subsurface conditia ,during construction which substantially deviate from the information in our subsoil investigation sh ld be reported to us immediately for our evaluation. In accepting this report the client understands that all data from this soil boring report is intended for foundation analysis only and is not to be used for excavating, backfilling, or pricing estimates. The site contractor must familiarize themselves with the job site conditions prior to bidding. As mutual protection to clients, the public, and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions, or extracts from or regarding our reports is reserved pending our written approval. All work must be conducted under the supervision of our Geotec engineer. All work shall be conducted in compliance with the Florida Building Code FBC and OSNA workers protection rules and all applicable Federal, State, County and City rules and Regulations. .i Florida Engineering & Testing, Inc., appreciates the opportunity to be of service to you at this phase of your project. If you have art questions or comments, please give us a call. We would be pleased to help any way we can. It has n a pleasure working with you and look forward to doing so in the near future. Sincerely, 7// Reza J dan, .E. Florida Engineering & Testing, Inc. Florida Reg. No. 60223 Certificate of Authorization No. 6923 PT Test Boring Report .+ Client: AbbieiSalt Role No-.-13-1 Project: Proaoied Swimming Pool Date: 2/13/14 Address: Location: Water As a mutual protection to reports are submitted as t and authorization for publi extracts from or regarding written approval. BELL the public and ourselves, all fidential property of clients, of statements, conclusions or ports is reserved pending our Aei - Refusal a BEGL = Below Existing Ground Level 0 = Weight of Hammer �i,'li /H Reza Javidan, P.E. Florida EngberAng & Tesift, JDVi Florida Reg. No. 60223 Certificate of Authorization No. 6923 Penetration 'IN" Value 10 20 30 40 Grayish Brown Silty Sands Ii101111■IIIIIIIIIYI � 01'111 II91IAll IAII IIII 2'- 10' Dark Brown Silty Sand with Traces of Organics & Roots (7.2% Organic Content) �eI11dIlAINIIIII111A11 ��II�WIIIIY�IIIIIAN� 10' - 13' Lijht Gray Limestone and Sand �mu�m�immMi�� ■O�IIII�Id1lYlltlll f�ImI111111.IINI1R1111 Tan Limes 6 �IIIYN��IYIIYYI�IY ■IYII�YIIIIIIIIIII ■�IAIIIYIlAl1111119 Water As a mutual protection to reports are submitted as t and authorization for publi extracts from or regarding written approval. BELL the public and ourselves, all fidential property of clients, of statements, conclusions or ports is reserved pending our Aei - Refusal a BEGL = Below Existing Ground Level 0 = Weight of Hammer �i,'li /H Reza Javidan, P.E. Florida EngberAng & Tesift, JDVi Florida Reg. No. 60223 Certificate of Authorization No. 6923 ENGINEERING & TESTING, INC. Phone: (866) 781 -6889 *Fax: (866) 784- 85..50 www. to ridaengineeringandtesting.com 250 S.W. 1P Avenue Pompano Beach, FL 33069 REPORT OF MOISTURE CONTENT & ORGANIC CONTENT Date: 2/17/14 Order No: 14 -581 Client: Addres Project Addres Sample Location: B -1 Sample Depth: 2' -10' BEGL Sample Description: Dark Brown Silty Sand with Some Roots The following moisture test was conducted in accordance ASTM D- 2216/D -3017 { Moisture Content % 73.5% The following Irganic test was conducted in accordance ASTM D -2974 Organic Co , ent ( %) 7.2% BEGL: Below Existing qound Level Tested By: P. Checked By: R.J. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our rep ?rts is reserved pending our written approval. i N Respectfully Submitted, RezdAvidafi, P.E. Florida Engineering & Testing, Inc. Florida Reg. No. 60223 Certificate of Authorization No. 6923 Q� .� .A � ✓lssur� nee GENERAL NOTES • Soil boring(s) on unmarked vacant property or existing structure(s) to be demolished should be considered preliminary with further boring(s) to be performed after building pad(s) are staked out. • As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. • It is not our field inspector's responsibility to supervise, schedule, or stop any phase of the project. His/her responsibility is "ited by the duties stated in the contract. • It is the client's responsibi�ty to provide adequate safety for the site and personnel. Sands Silts Clay KEY Dynamic Cone Penetrometer (Penetrometer Resistance) 0- 10 10- 25 25- 45 45- 75 75-120 > 120 Offammer Blows 0- 3 3- 8 8 -15 15 -25 25-40 >40 Relative Densi Very Loose Loose Firm Very Firm Dense Very Dense & SYMBOLS Particle Size Boulder Cobble Gravel Sand Silt Clay 0 -5% 5 -30% 30-50% 0- 6 1 0- 2 Very Soft 0- 2% 6- 15 2- 5 Soft 2- 5% 15- 30 5 -10 Firm 5-10% 30- 45 10-15 Stiff 10-15% 45- 90 15-30 Very Stiff 15-30% 90-150 30-50 Hard > 30% Rock Hardness Description > 12in 3 -12in 4.76mm - 3in 0.074mm - 4.76mm 0.005mm - 0.074mm < 0.005mm Modifiers Slightly Silty /Clayey Silty /Clayey Very Silty /Clayey Very Slight Trace Slight Trace Trace Little Some With Soft Rock core crumbles when handled. Medium Can break core with your hands. Moderately Hard Thin edges of rock core can be broken with fingers. Hard Thin edges of rock core cannot be broken with fingers. Very Hard Rock core rings when struck with a hammer. V rI .IMITATIONS OF LIABILITY WARRANTY We warrant that the services performed by Florida Engineering and Testing, Inc., conducted in a manner consistent with the level of s "ll and care ordinarily exercised by members of the prof sion currently practicing under similar conditions. No oth warranties, expressed or implied, are made. While services of Florida Engineering & Testing, Inc., in and valuable part of the design and constrw n process, we do not warrant, guarantee, or insure the quality or completeness of services or satisfactory performance provided by other members of the construction process and/or the construction plans and specifications which we have not prepared, nor the ultimate performance of building site materials. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Q SUBSURFACE EXXLORATION Subsurface exploration is normally accomplished by test borings. The soil boring log inclupes sampling information, description of the materials recd ed, approximate depths of boundaries between soil and ro k strata and groundwater data. The log represents con ions specifically at the location and time the boring w ` made. The boundaries between different soil strata are in 'sated at specific depths; however, these depths are in fact later roximate and dependent upon the frequency of samplinghe transitions between soil stratum are often gradual. level readings are made at the time the boring was performed and can change with time, precipitation, canal levels, local well drawdown, and other factors. Regardless of the thoroughness of a Geotechnical exploration there is always a possibility that conditions may be different from those of the test locations; therefore Florida Engineering & Testing, Inc., does not guarantee any subsoil condition surrounding the bore test holes. For a more accurate portrayal of subsurface conditions, the site contractor should perform tests pits. If different conditions are encountered, Florida Engineering & Testing, Inc., shall be notified to review the filidings and make any recommendations as needed. LABORATORY ANDLD TESTS Tests are performed in actor a with specific ASTM Standards unless otherwise indic 'd: All criteria included in a eiven ASTM Standard are t always required and eor�rMC,a. Each seas report tu"g,, the meastuements sud determinations actually made. ANALYSIS AND RECOMMENDATIONS The Geotechnical report is prepared primarily to aid in the design of site work and structural foundations. Although the information in the report is expected to be sufficient for these purposes, it is not intended to determine the cost of construction or to stand alone as construction specifications. In accepting this report the client understands that all data from the soil boring is intended for foundation analysis only and is not to be used for excavating, backfilling or pricing estimates. The site contractor must familiarize themselves with the job site conditions. Report recommendations are based primarily on data from test borings made at the locations shown on the test boring reports.. Soil variations may exist between borings and may not become evident until construction. If variations are then noted, Florida Engineering & Testing, Inc., should be contacted so that field conditions can be examined and recommendations revised if necessary. The Geotechnical report states our understanding as to the location, dimensions, and structural features proposed of the site. Any significant changes in the nature, design, or location of the site improvements must be communicated to Florida Engineering & Testing, Inc„ so that the Geotechnical analysis, conclusions, and recommendations can be appropriately adjusted. CONSTRUCTION OBSERVATIONS Construction observation and testing is an important element of Geotechnical services. The Geotechnical Engineer's Field Representative (Field Rep.) is the "owner's representative" observing the work of the contractor, performing tests, and reporting data from such tests and observations. The Geotechnical Engineer's Field Representative does not direct the contractor's construction means, methods, operations, or personnel. The Field Rep. does not interfere with the relationship between the owner and the contractor, and except as an observer, does not .become a substitute owner on site. The Field Rep. is only collecting data for our Engineer to review. The Field Rep. is responsible for his/her safety only, but has no responsibility for the safety of other personnel and/or the general public at the site. If the Field Rep. does not feel that the site is offering a safe environment for him/her, the Field Rep. will stop his/her observation/ testing until he/she deems the site is safe. The Field Rep. is an important member of a team whose responsibility is to observe the test and work being done and report to the owner whether that work is btm% ruined out m general conformance with the plans and specifications.