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RC-13-2385 (3) INSPECTION ECO POST ON 81 Permn 111®. � RC 10-13-2385 Miami Shores Village 90050 KE 2nd Avenue �r °� r ? � A)) P �� N } Miami Shores,FL 331 -0000 Phone: t3o5;795-2204 Fax 13051756-8972 Issue Date:1211912013 Expires: 0611 7/2014 INSPECTION REQUESTS: (305)762-4949 or Log on at httpsJ/bldg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8: 30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel#:1132050300080 Owner's Name:CAMILLE CHEF AWAI Owner's Phone: (305)710-3331 Job Address: 1370 NE 103 Street Total Square Feet: 4200 Miami Shores FL Bond Number: Total Job Valuation: 42M 75,939.00 WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM-6:0013K NO WORK IS ALLOWED ON SUNDAY C-ontractor(s) Phone Primary Contractor OR HOLIDAYS. DISTINCTIVE HOMES (300279-2088 Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. wt Uk L LP For driveways and/Of Sidewalks, ! geforefinalinspectinnand bond airks C bb vroved for refund;all sod acrd yd NO INSPECTION WILL'�IOh� &U50.T E PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT 1S THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR .AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Certificate ofCompletion Miami Shores Village 9 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305-756-8972 � i Building Inspection Department a This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: ' Permit Type RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC-10-13-2385 y 4 Owner CAMILLE CHEE-AWAI Contractor DISTINCTIVE HOMES y Subdivision/Project MIAMI SHORES BAY PARK ESTATES Date Issued 12/24/2015 3 � Occupancy Construction Tyle V-B Load 4 d x' 9 3 4200 Occupancy R- Square Footage Type Description of Applicable <' INTERIOR RENOVATION App livable 2010 FLORIDA BUILDINGWork Code Location Flood Zone AE-9 F.F.E 8.70 9 � 1370 NE 103 ST Miami Shores FL 33138 q ■■�+ Building Off class Approvalsmael Naranjo, °tee Not Transferable � OR'g POST IN A CONSPICUOUS PLACE N Ti 13 -z3 rs 0 Cern I t_L.IZ 3c�5 s� 9 Miami shores V Building Department LORIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST ❑ Building permit card. 0 Surveys (2 copies) Final as built-Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+Egress, required parking spaces,Wheel stops, stripping, and all paving to exterior. ❑ Certificate of Elevation-(Sealed by surveyor). Expiration date required on the form. 0 Certificate of Insulation. 0 Certificate of Soil Treatment(Final treatment-original)\ CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites.Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." ❑ Health Department Approval Letter(On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. 0 Soil Compaction Letter(Density report is required) 0 Final certification letter from the Engineer/Architect(on masonry, trusses, special structure,etc) ❑ Backflow preventor certificate (Required on commercial projects only) 0 Certificate of use. (Recorded in Miami-Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing)Additional fee is$80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO fee is$150.00 • Commercial CO is$200.00 �u- t r INSPEOCTION R fLUMBING INSPECTIONI WIINSPINSPECTION DATEFoundationZonl! FinalZ NG MMESlabService a'Ti�S' Rou gh Columns 2nd Lilt T Out Tie Beamklers Truss/Rafters Se Tank Roof Sheathing Sewer Hook-u Bucks R rains Windows/Doors 8 4 Gas c Interior Framing . !¢ INSPECTION DATA INSP LP Tank Insulation Tem Pole yVe� CeilingGrid N Da Tem Lawn Sprinklers Drywall 2�j ,P Poo!BondingMain Drain Firewall Pool Deck BondingPool Pi ping Wire Lath Pool Wet Nk:he Backflow Prevento I Steel Unde round Intorrs or Pool Deck Footer Ground Catch Basins Final Pool Fla lCondensate Drains Final Fence Wali HRS Final .•` Screen Enclosure Ceiling Rou h Driveway PLUMBING COMMENTS "t1 Drivewa Base Tele hone Rau h Tin Ca Telephone Final Roof In Progress TV Ro h Mop in P ess 1TV FinalFinal Roof Cable Rough Shutters Attachment gJA Cable Final Final Shutters Intercom Rough Rails and Guardrails Intercom Final ADA co Bance Alarm Rou h ONSPECTION DATE INSP Alarm Final Underground Pim DOCUMENTS Fre Alarm Rough Soil Bearin9 Cert Fire Alarm Final Rou Soil Treatment Cert Iservice Work With Floor Elevation Su y Ventilatl ou h Reinf Unit Mas Cert ELECTWC—AL COMM Hood Roughs Insulation Certificate Pressure Test S t SurveyFinal Hood Final Surve Final Ventilation Truss Cerlif+cation Final Pool Heater STRUCTURAL C MENTS Flnal Vacuum MECHANICAL C MMENTS INSPECTION DATE IINSP 31 r Final S rinkler Final Alarm tf iffffffi off/ffffff - �ffiffff♦fi - �fffoffffffl ' ,.i - �fffffffffff -- IIE� ifff♦/ffffffl �--�- ♦ffff♦ rff� /r"f'f"f"f"f"f"f"• f f f f f i f�� �ffffffff �ffffft/f Offfffff' I if♦fffff ffXXX* ♦f♦1ff♦.r /rf♦ffff f� ♦ffffff �f♦ff♦f♦f t♦ffff♦ - 1 r1/.lffffff ffffff♦ _ _ ff♦ffffff ♦ffff� /rfffffff �ffff♦ffffffffi /fffff/ Of♦f♦ff♦� ffffff rf/�fffffffi �fffffffff/ ♦♦f♦♦•ffff t Iff ff ff ff f� � !. lfif♦fff /ffff• - �fff♦fffi - ffff Irfffffff /fffflf '. _{'tfflf♦•fi - fffff � �J � �'� Irfffffff - Iffff/ � 1♦♦ffffff t fffff _ i'ff•ffff� Iffff/ �ffff•♦ff fffff _ /rf fffff• � Iffff♦ \ ff♦ff♦♦fi f♦ ff Pffflff♦ 1f � ff ifffffffi - f♦ _ /`ff♦fff♦ ;/\f•�f�f�f�f�� ,\\f�f�f� I ISI `I . .� '�:� f�f�f• I f♦♦ 11;11\ ►f♦ffffffff♦ffff♦f♦ fffffffffff.rfffff♦1 ►f♦fffffff♦fffffff• - ♦fffffffff.rflffffl ��11♦fffff♦ffffffffff �� 1 -{yfffffffffflrff ffff/ � ffff fffffffffffff ♦ffffff ff♦1lffffffl ff♦f if ffff♦ff♦♦f♦ ff♦fff♦fff f.rffff ffl - - Iff ffffffffffffffff � fff♦ffffffflrffffff/ e .f:❖�1i��i�' 1 I•I - lfffffl — Yf� - 11 M NORTH SHORE DMVE � 1• 'I I . I ♦ :III �:1 1 III _ 1 _ 3IIY�ddhS�� - -1 •I I 1 � .._, _ •. • I. r n.c II •"1,. . � o dl . a I ':S - . ..I . .. a'Ir III - •.-. • - u:,. .I + 9 F L•la I I "a' �•• I U.S-DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMMSEdCY MANAGEMENT AGENCY OM9 No.9660-0008 NOT7�PrO�°m Important: Read the Instructions o ration Date:July 31,2015 SECTION A-PROPERTY iN a Ing" FOR URANCE COMPANY USE Al. CufAMILLE eCHEE AWAI 13-373 Poll Number. A2. Building Street Addresspncluding Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and gany MAIC Number: 1370 N.E. 103 ST. CIAMI SHORES FLORIDA State ZIP Code33138A3. Pro rty Des tion of and Block Numbers umbers Tax Parcel Number, ei Desai LOOT 8 LEsS THE E.10' AND bM E.10' OF LOT 7 BLOCK 5 P.B. 63, PAGE 17. A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) RESIDENTIAL FOLIO#11-3205-030-0080 A5. LatitudWLongltude:Lat.N25°52 12" Long. W80°10'07" Horizontal Datum: C1NAD 1927 0 NAD 1983 A6. Attach at least 2 photographs of the building If the Certificate is being used to obtain flood insurance. A7. Building Diagram Number '8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 2,20oj q ft a) Square footage of attached garage 400 sq ft b) Number of permanent flood openings in the crawispece b) Number of permanent flood openings in th&attsched garage or enclosure(s)within 1.0 foot above adjacent grade 16 within 1.0 foot above adjacent grade ��AA c) Total net area of flood openings in A8.b 250 sq in c) Total net area of flood openings in A9.b N A sq in d) Engineered flood openings? 0 Yes I@ No d) Engineered flood openings? Q Yes 0 No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name 8 Community Number B2.County Name B3,State CITY OF MIAMI SHORES 120652 XTAMI-DADE FLORIDA B4.Map/Panel Number B6.Suffix I B6.FiRM Index Date B7.FIRM Panel B8.Flood $9.Base Flood Elevatlon(s)(Zone 1208600306 L Effective/Revised Date Zone(s) A0,use base flood depth) 9/11/09 9/11/09 AE 9.00' B10. indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. 0 FIS Profile 0 FIRM ❑ Community Determined 0 Other/Source: B11. Indicate elevation datum used for BFE in item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherroise Protected Area(OPA)? 0 Yes ® No Designation Date:NIA 0 CBRS Q OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: 0 Construction Drawings` j] Building Under Construction' 0 Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,ARIA,ARIAE,AR/A1-A30,AR/AH,ARiAO.Complete items C2.a-h below acx arding to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized: B-62 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. IIS NGVD 1929 0 NAAVD 1988 0 Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement,craw lspacs,or enclosure floor) 6 .00 0 feet p meters b)Top of the next higher floor 8 70 0 feet meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A , 0 feet []meters d)Attached garage(top of slab) 5 Ti_ 0 feet 0 meters e)Lowest elevation of machinery or equipment servicing the building 6 ,50 ®feel Q meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 5 50 meters �j feet Q g)Highest adjacent(finished)grade next to building(HAG) - ®feet0 meters h)Lowest adjacent grade at lowest elevation of deck or stairs,Including structural support N A 0 feet 0 meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be sighed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation Information.i certify that the information on this Certificate represents my best efforts to Interpret the data available. I understand that any false stptement may be punishable by fine or imprisonment under 18 U.S. Code,Section 9001. 0 Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a 0 Check here if attachments. licensed land surveyor? 0 Yes ❑ No Certifier's Name Adis N.NunezLicense Number 5924 JPL 0 13 Title Re nd Surveyor Company Name Blanco Surveyors,Inc. Address 5 N Shore Dr. City Miami Beach State FL ZIP Code 33141 #592 sr nature a 4/30/13 Telephone 305-865-1200 FEMA Form 086-0-33(7/12) See reverse side for continuation. Renlaru-r;All oravirnr4 aditinns. ELEVATION CER` IFICATg page 2 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(Indudine Apt,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 1370 N.E. 103 ST. city State ZIP Code MIAMI SHORES F'I,0 Zp 33138 Corc'parrymCidr SECTION D—SURVEYO. (ENGINEER,OR ARCHiT1ECT CERTIFICATION(CONTINUED) COPY both sides of this Elevation Certificate for(1)community official,(2)insurance agantf ompany,and(3)building owner. Comments T E LO GITUDE OBTAINED BY GOOGLE C2.A) ELEVATION CROWN OF THE ROAD ELEVATION: 4 ' B-62 LOCATOR: 3250 S ELEV•-8,741 Signature paw 4!30/13 SE E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT SFE) For Zones AO and A(without BFE),complete items E1-E5.if the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A.S. and C.For Items E1--E4,use natural grade,If available.Check the measurement used.In Puerto Rico only,enter meters. E1. Provide elevation Information for the following and check the appropriate boxes to show whether the elevation Is above or below the highest adjacent grade(HAG)an4 the lowest adjacent grade(LAG). a)Top of bottom floor(Including basement,crawlspaca,or enclosure)is 0 feet Q meters (3 above or 0 below the HAG b)Top of bottom floor(Including basement„crawispace,or enclosure)is Q feet [3 meters []above or[3 below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A items 8 and/or 9(see pages 84 of Instructions),the next higher floor (elevation C2.b In the diagrams)of the building Is Q feet 0 meters Q above or 0 below the HAG. E3. Attached garage(top of slab)is ©feet [I meters Q above or Q below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ]feet Cmeters 0 above or Q 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? (3 Yes 0 No ® Unknown.The local official must certify this information In Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's 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's or Owner's Authorized Representative's Name Address city State • ZIP Code Signature Data Telephone Comments Check here if attachments. SECTION-G-COMMUNITY INFORMATION(OPTIONAL) The local official who Is authorized by law or ordinance to admtnr the community's floodplain management ordinance can complete Sections A,B,C(or E),and G Of this Elevation Certificate.Complete the applicable itern(s)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. G1.0 The information In Section C was taken#nom other documentation that has been signed and sealed by in licensed surveyor,engineer,or architect who Is authorized by law to certify elevation Information. (Indicate the source and data of the elevation data In the Comments area below.) G2.® A community ofiidel completed Section E for a building located in Zone A(wfthout a FEMA-Insued or community-Insued BFE)or Zane AO. G3.(3 The foilowing information(items G4-G10)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G8. Data Certificate ate tai Compliancococupency Issued G7. This permit has been issued for. []New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of time building: feet [3 meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet Q meters Datum G10.Corvmunity's design flood elevation: Q feet 0 meters Datum Local Officiars Name Title Community Name Telephone Signature Date Comments Check here€f attachments. FEMA Form 086-0-33(7/12) INSULATION CERTIFICATION Please fill out and giveQa copy of this form to the Inspector-at time of final Inspection. Building Permit No. C "' ~'� 3"a Oaf Project Name 1� 1 {�e � w w. yob Address: 17p /V�.. /�3 ��•E'E! M/IlIVti ShercS We hereby certify that the THERMAL INSULATION has been Installed In the above project, in compliance with the latest edition of the STATAE OF FLORIDA ENERGY CODE, the APPOVED ENERGY CALCULATIONS, and plans,and In accordance with good construction practice. The Irmdadon famished and installed has the characteristics shown below: (Check only applicable boxes) ❑ 1. Exterior CBS walls insulation: R- (Mia.);Material Thickness: Inch(es); Density: Ib/ft 3 Mfgr ❑ 2. Exterior Frame/Metal Stud walls: R (Min.);Material Thickness: hnch(es); Density: Ib/ft 3 Mfgr ❑ 3. Exterior solid concrete wags: R (Min.);Material Thickness: inch(es); Density: Ib/ft 3 Mfgr ❑ 4. Interior walls separating A/C from non A!C spaces Insulation (separated (2) units): R- (Min.);Material Thickness: Inch(es); Density: lbift 3 Mfgr ❑ S. MULTI-FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON (PARTY)walls separating different tenants shall be h:sulated as follows: FRAME/metal stud walls R-1 t (Mtn.); CBS or Concrete Walls R-3 (Min.)by Energy Code requirements. See ENERGY CODE,Rev. 1187, Paragraph 903.2(b)on Page 9-17, latest edition. These"minlmmn levels of hnssnlation,are not included In the Energy Calculations, but shall be installed In the field. ❑ b. Above deck type ROOF INSULATION: R- (Ir[ht.h Material Thickness: . hwh(es); DensIW. lb/ft 3 Mfgr 7. Ceiling Insulation: - R-30 (Mit.);Material IV S V L.II-r u Thtcae inch(es); Density: "Ift 3 d W t:N r /N ❑ S. NOTE-Densities on sprayed-on, loose fill,or any er com n�tte anon shalt be the P.C.F. (Iblft)average of three(3)"DRY SAMP n of a - on. % . Instaged by: Dt sr�nr�i v� �iK�s . Insulation Company Name Contra r Insulation Contractor C�9G Q5T1- S/� ed 1 (O G.C.IB�idtng b t STI oycri YE. Ct ome- Company Name THIlder St Building Contractor ' �� 057"S'/`f Certified on: 1I /711b Date Cerfificate of Compliance for Termite Protection (as required by Florida Building Code(I BCt3_ U. 1:4) Guarantee Floridian fest Control 305-758-1$11 Address of Treatment or Lot/Rlock of Treatment 1370 NE:103 Street,Miami Shores,Fl.33135 Treatment date: 01110/2014 i Method of Termite Prevention Treatment-!2 barrle wood treatment,bait system,other (describe) The building has received a complete treatment for the prevention of subterranean.termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. an rNAO roan Authorized Signature RECEI � DEC 16 .2015 BY: w. d d 5 u'z. 7 as C. I ' Q ALL STATS I EKGIPSEERING All State Ih 11t1eet"1t1 TeS�It1 C�3!'tsWl'�ii1>� Il1lc• TESTING LABORATORIES-ENGINEERS-INSPECTION sF-RvICES-CHEMISTS-DRILLING-ENVIRONMENTAL SERVICES May 1,2013 Camille Chee-Awai 309 East Dilido Drive Miami Beach,Florida 33139 RE: Subsurface investigation foryroposed Single family residence located at: 1370 NE. 103` Street,Miarni Shores,F1.3338 Dear Sir: Pursuant to your authorization, All State Engineering & Testing Consultants, Inc.(ASETC), conducted a subsurface investigation at the above referenced project. The investigation was performed on April 30,2813 The purpose of the investigation was to develop preliminary information about the site and the subsurface conditions existing in the vicinity of the proposed swimming pool location in order to evaluate site preparation procedure and foundation design criteria. To achieve the desired objective two(2)standard penetration test borings were performed and the logs are enclosed in this report. TEST METHOD: The borings were conducted in accordance with procedures outlined for standard penetrations test and split spoon sampling of soils by ASTM Method D-1586. A two(2)feet two (2) inches O.D. Split Spoon Sampler was driven into the ground by successive blows with 140 Ib. Hammer dropping thirty (30) inches. The soil sampler was driven two (2)feet at a time then extracted for visual examination and classification of the retained soil samples. The number of blows required for one(1)foot penetration of the sampler is designated as"N" (known as the standard penetration resistance value). The'N"value provides an indication of the relative density of non-cohesive soils and the consistency of cohesive soils. Suitable corrections are applied to this number in order to include the effects of soil overburden pressure and other factors, A general evaluation of soils is made from the established correlation'between"N"and the relative density or consistency.of soils. This dynamic method of soil testing has been widely accepted by foundation engineers and architects to conservatively evaluate the bearing capacity of soils. A continuous drilling and sampling procedures was used therefore,the samples were taken at intervals of two(2)feet or at every change in soil characteristics. The types of foundation material encountered have been visually classified and are described in detail in the boring logs. The results of the field penetration tests are presented in the boring logs in numerical forms. The average ground water level at the site was found at five(5)feet,eight(8)inches,below the existing surface(see logs). Fluctuation in the observed ground water level should be expected due to seasonal climatic changes rainfall variation,surface water run-off and other,specific factors,related to the site in question. 900 W 79 Ar�ertue l Hial+~ah Gardens,Florida.333116 Phone:305.888.3373 Fax 305.888=7443'` Page 2—May 1,2013 Camille Chee-Awai RECOMMENDATIONS FOR SWIMMING POOL Boring#-1: Our recommendations are based on the information as provided from the client as to the type of structure planned and on our subsurface investigation performed on the proposed site. Our recommendations are as follows: 1. Excavate entire swimming pool area and remove all top soil, unsuitable surface material and existing subsurface soil material to the required bottom of pool elevation. We anticipate an average excavation depth of approximately twelve(12)feet zero(0)inches. 2. Compact excavated area to;a minimum compaction of 98%of the optimum dry density as per AASHTO T-180. Verify densification procedures by taking an adequate number of field density compaction tests. 3. Care should be taken prior to any excavation workto protect adjoining foundation. It is imperative that our engineer should be retained to monitor excavation operation. DESIGN RECOMMENDATIONS: The above foundation recommendation having been achieved and verified we anticipate that the foundation and footings for the swimming pool may be appropriately proportioned fora safe soil bearing capacity not to exceed 2500 pounds per square foot. RECOMMENDATION FOR Deck Installation Borings#-2 FOUNDATION RECOMMENDATIONS: Our recommendations are based on the information provided from the client as to the type of structure planned and on our subsurface investigation performed on the proposed site. Our recommendations are as follows: 1. Clear entire building area plus 6-0" outside the perimeter of construction and remove all top soil, and unsuitable subsurface material to the necessary depth. We anticipate an average clearance depth of approximately six(6)inches. 2. Compact cleared area to a minimum compaction of 98%of the optimum dry density as per AASHTO T-180. Verify densification procedures by taking an adequate number of field density compaction tests. The cleared area should be inspected prior to the commencement of the backfilling operation to ensure that all the unsuitable material has been removed. 3. Backfill building area, plus 6-0" outside the perimeter of the structure to the required elevation with a clean mixture of sand,lime rock and lime sand fill(or approved fill material)in compacted layers not to exceed 12"in thickness. Compact each layer to a minimum of 98% of the optimum dry density as per AASHTO T180. Verify densification procedures by taking an adequate number of field density tests,especially by the footing area. 4. Excavate footing trenches to the required depth from the ground elevation. 5. Compact the bottom of the footing trench to a minimum compaction of 98%of the optimum dry density as per AASHTO T-180. Verify densification procedures by taking an adequate number of field density compaction tests. DESIGN RECOMMENDATIONS: The above foundation recommendation having been achieved and verified we anticipate that the foundation and footings may be appropriately proportioned for a safe soil bearing capacity not to exceed 1500 pounds per square foot. The use of spread footings and single column pads is suggested. A monolithic slab foundation may also be adopted. Page 3-May 1,2013 Camille Caee-Awai CONCLUSION: Regardless of the thoroughness of our geotechnical exploration there is always a possibility that conditions on the subject property(site) may be different from those at the test locations. Therefore,ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC., is not responsible for any sub-soil conditions different from those reported in our boring logs. This report was prepared exclusively for the use of Camille Chee-AwaI. The conclusions provided by All State Engineering & Testing Consultants, Inc. are based solely on the information presented in this report. 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. We appreciate the opportunity to have been of service to your company. Please feel free to contact us if there are any questions or comments pertaining to this report. Sincerely ypurs,, �41aseem QuadO P.E ` 51 1 __ll ttete Engineeting And: == resting Consultants, ICrc. W(Niva_CamiteChee-;:t ei 9600 NW.M Avenue/`Hialeah Gardens,Florida.33016 Phone.306.088.3373 Fax 305.868.7443' ALL STATE All State Engineerings &TIesting Consultants, Inc. ENGIKEERIPIG TESTING LABORATORIES-ENGINEERS-INSPECTION SERVICES-CHEMISTS-DRILLING-ENVIRONMENTAL SERVICES 9600 NW.791'Avenue,Hialeah Gardens,Florida. 33016 / Phone:305-888-3373 Fax:305-888-7443 TEST BORING REPORT CLIENT Camille Chee-Awai Order No. 13-1434 ADDRESS 309 East Dilido Drive,Miami Beach,Florida 33139 Report No. 1 PROJECT Single Family Residence Hole No. B-1 ADDRESS 1370 NE. 1031d St, Miami Shores, Florida 33138 Date 04-30-13 LOCATIONdriller MP&LT DEPTH DESCRIPTIONOF MATERIALS sampla Hammet blow 'N" Hlvrlrr er b1mon W onSamoa( 1 0'-0"to 0'4"top Soil 2 8 0'-4"to F-0" backfill;tan medium sand with some rocks and Wood. 0'-2' 7 10 15 2 3 8 7 4 2'--4' 9 7 16 5 6 5 6 4'-6' 5 6 10 7 7 6 8 6'-8' 3 2 9 9 8'-0"to 11'-0"peat 1 1 10 6-10' 2 1 3 11 10 11 12 11'-0°to 12'-0"brown medium silica sand 10'-12' 13 12 24 13 12'-0"to 20'-0"tan medium lime sand with coral rocks 12 15 14 12'14' 10 16 25 15 ! 17 10 16 1416' 18 21 28 17 22 25 18 16'18' 26 25 51 19 31 32 20 18'20' 30 29 62 21 1 End of boring @;20'-0" 22 23 24 25 26 27 28 29 I 30 WATER LEVEL: T-6"below surface Respectfully Submitted, At Date: 04/30-13 seem Qoadfi P.>'r M461 As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential prop"of clients,and authorization for publication of statements. Conclusions or extracts from or regarding our report is reserved pending our written approval. ao , ALL STATE M state Et1t'1finee'6'Nng & Testing Consultants, Inc. ENGINEERING TESTING LABORATORIES-ENGINEERS-INSPECTION SERVICES-CHEMISTS-DRILLING-ENVIRONMENTAL SERVICES 9600 NW.79"Ave.,Hialeah Gardens,Florida. 33016 1 Phone:305-888-3373 Fax:305-888-7443 TEST BORING REPORT CLIENT Camille Ghee-Awai _ Order No, 13.1434 ADDRESS' 309 East Dilido Drive,Miami Beach,Florida 33139 - Report No. 1 PROJECTSingle Family Residence Hole No. B-2 ADDRESS 1370 NE. 103rd St, Miami Shores, Florida 33138 Date 04-30-13 LOCATION I I Griller QIP&LT [CPTH DESCRIPTION OF MATERIALS Sample Hammer bloat "N" Hamme IWN on IFED No 1 V-0"to 0'-2"topsoil 7 8 0'-2"to 8'-0" backfill;tan medium sand mixed with black sand and some rocks. 2 0'»2' 8 7 16 3 6 5 4 74 7 8 12 5 7 3 6 4'-6' 4 3 7 7 4 5 8 6-8' 3 2 8 98'-0"to 10'-0"brown medium sand mixed with some peat 2 1 10 81-10' 2 3 3 11 10'-0"to 12'-0"brown medium silica sand 10 10 12 10'-12' 15 16 25 13 12'-0"to 20'-0"tan medium lime sand with lime rocks 17 10 14 12'14' 13 14 23 15 18 11 16 14'16` 22 25 33 17 28 25 18 1616 26 27 51 19 22 25 20 18'29 31 32 56 21 End of boring @ 20'-0" w. 22 23 24 25 26 27 I 28 29 WATER LEVEL:4'-0"below surface (respectfully Submitted, At Date: 04130.13 Wa em Quadre,P.E.#51481 As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authortzatiion for publication of statements. Conclusions or extracts from or regarding our reports is reserved pending our written approval :OC 0 2 151513Y SepUW*W 11,2015 ___J City of Miami Shore Building Department 10050 NE 2nd Ave Miami Shores,Florida 33138 Attention: Building Inspector. In Reference To: Final Certification Letter. Camila Residence. 1370 NE 103rd Street Miami Shore, Florida 33138 As engineer on record 1 certificate that aII the work Mech., Eled and Plumbing was done according to what appear on the plans and details and comply with Florida Building Code and NEC. If you have any question you can contact me at the reference that appear below. RODR/GUEZ PROFESSIONAL DESIGN CORP. 3201 SW 79 CT. Miami, Florida 33155. Ph.305-63441466 Fox.305.638-4710 T fkC Eiti o'9i �1 o 'o; 68 0 6te Wilbed PE# 5� 0 � •...• � �ENS COLLADO and winers, inc. a re 6 it ecture planning and iatmims April 3,2014 Miami Shores Village Building Offlelal, Building and Zoning Dept RE:1370 N.E.903 St. Permit No.: RC-10132385 To Building Official: 4 I,Ramon J.Collado, hereby atle that to the best of my knowledge,belief and professional judgment,the anchor screws,size,and locations are per Florida Building Code 2010 Ed.,and NOA speafic ations. The Pressure treated wood bucks(2 x 4 nominal)were anchored with IW x 2-3/4°self drilling concrete anchor screws 8°to 12°dc. The widow assembly anchors are 5116'x 3-1/e eel drilling concrete armors,W from comers, 17 c% Both anchors are gahran¢ed. If you have any questions please feel free to contact me. Respectfully y � ittl�J s Ramon. �eo**AIA USGBO, AR 13254;1 300 Aragon Avenue Suite 380 Coral Gables,Fkxkle 33134 (305)58&!911