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DS-10-810Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 161021 Scheduled Inspection Date: June 20, 2011 Inspector: Bruhn, Norman Owner: SYLVAIN, FRED Job Address: 9100 NE 2 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: UNITED GENERAL BUILDING CORP Permit Number: DS -5 -10 -810 Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Foundation Work Classification: Addition /Alteration Phone Number (305)759 -6235 Parcel Number 1132060133200 Building Department Comments NEW PAVING AND DRAINAGE EXTERIOR ALTERATION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 160873. CREATED AS REINSPECTION FOR INSP- 142841. No plans or permit on site 6/15/11 - PARKING LOT BASE 6" LIMEROCK PROVIDED ACCORDING TC NOTE ON SHEET C -1, BASE SHOULD NOT BE LESS THAN 8" June 17, 2011 For Inspections please call: (305)762 -4949 Page 18 of 30 DYNATECH DATE: CLIENT: PROJECT: PROCTOR COMPACTION TEST June 13, 2011 CAS ENGINEERING ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 Proposed Parking Lot's / Miami Shores Kingdom Hall @ ADDRESS: 9100 North East 2nd Avenue, Miami Shores, FL. CONTRACTOR: CAS Engineering MATERIAL DESCRIPTION: White limerock SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 Ib. Hammer and an 18" drop AASHTO designation T- 180 -C. % MOISTURE, DRY DENSITY 3.7 6.8 11.5 124.2 129.1 127.2 Optimum Moisture 8.4 Percent l00% Maximum Dry Density 130.3 lbs. /cu.ft. % Passing' " Sieve 86.1 Percent Sampled By: JA Tested By: JA Checked By: JA 132 130 128 126 will 124 SMO "42 Pe E �p * s No. ,395e4 e b e STATE of 6 °P® As a mutual protection to clients, the public and ourselves, alt; Qi s.,'- o are submitted as the confidential property of clients, and authot't at �qNA ��„�,`�" for use, publication of statements, conclusions or extracts from or reg r 1617 Qr,� @, . ' our reports is reserved pending our written approval. MOO 4 6 8 10 12 MOISTURE iyely su rnitted, 14 Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E N S I T Y DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS DATE: June 13, 2011 CLIENT: CAS ENGINEERING PROJECT: Proposed Parking Lot's / Miami Shores Kingdom Hall @ ADDRESS: 9100 North East 2nd Avenue, Miami Shores, FL. CONTRACTOR: CAS Engineering Test No. 1 Location: North East parking lot; west side of pad L.R.B. Test No. 2 Location: North East parking lot; north side of pad L.R.B. Test No. 3 Location: North East parking lot; east side of pad L.R.B. Test No. 4 Location: North East parking lot; south side of pad L.R.B. Test No. 5 Location: North East parking lot; center of pad L.R.B. Description of Material: White limerock TEST NO. 1 2 3 4 5 DEPTH 6" 6" 6" 6" 6" FIELD DENSITY 129.6 131.0 129.1 128.8 128.5 MOISTURE CONTENT % 6.6 4.7 5.8 5.5 6.1 MAX. DENSITY IN THE FIELD % 99.4 100.5 99.0 98.8 98.6 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 130.3 130.3 130.3 130.3 130.3 OPTIMUM MOISTURE ( %) P P P P P Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS s ®, ���,9e issam Naamani, P.E. e° �T�� o ° - DYNATECH ENGINEERING CORP. % Florida Reg. No. 39584 E OF *A density test determines the degree of co ctto!°i o -�.e ed lay e f iaaterial only. In no way shall a density test replace asoil bearing capacity determination. A soil boring test must be provided by cli. � of TA _'�. `'�t'o;;verify subsoil conditions. As a mutual protection to the clients, the public and ourselves, all g P Y �� � � �� �.�. reports are submitted as the confidential pro, bn; ots, ,�futl�orization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. ®�i 1 i 11 % "' Sampled By: JA Tested By: JA Checked By: JA Respectfully submitted, DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS DATE: June 13, 2011 CLIENT: CAS ENGINEERING PROJECT: Proposed Parking Lot's / Miami Shores Kingdom Hall @ ADDRESS: 9100 North East 2nd Avenue, Miami Shores, FL. CONTRACTOR: CAS Engineering Test No. 6 Location: South West parking lot; west side of pad L.R.B. Test No. 7 Location: South West parking lot; south side of pad L.R.B. Test No. 8 Location: South West parking lot; east side of pad L.R.B. Test No. 9 Location: South West parking lot; north side of pad L.R.B. Test No. 10 Location: South West parking lot; center of pad L.R.B. Description of Material: White limerock TEST NO. 6 7 8 9 10 DEPTH 6" 6" 6" 6" 6" FIELD DENSITY 128.5 129.1 130.6 129.7 129.3 MOISTURE CONTENT % 5.2 5.0 4.6 6.2 5.8 MAX. DENSITY IN THE FIELD % 98.6 99.0 100.2 99.5 99.2 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 130.3 130.3 130.3 130.3 130.3 OPTIMUM MOISTURE ( %) P P P P P Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVTOg4T/RESULTS COMPLY WITH SPECIFICATIONS Sampled By: JA = ® ���� Respectfully submitted, Tested By: JA ����� e ds UA, Checked By: JA o0 ®. 39564 s9 Wiss Naamani, P.E. o CC = DYNATECH ENGINEERING CORP. ° ����E ®F Florida Reg. No. 39584 *A density test determines the degree Pftoipfg� tktested layer of material only. In no way shall a density test replace a soil bearing capacity determination. A soil boring test must be provided by ' .4 r'�g.co�nktruction to verify subsoil conditions. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential ®c eh3s, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. l 11 s 0 PELAYO J. CALANTE, P.E. 1522 SW 118th Court Miami, Florida 33184 305 - 262 -3205 June 16, 2011 To: Miami Shores Village Att: Norman Bruhn - Building Official Re: Miami Shores Kingdom Hall 9100 NE 2"d Avenue Dear Mr. Bruhn, Your inspector commented that there is a discrepancy on the plans. The pavement detail calls for 6" of limerock base and 1" of asphalt and this is correct. We are hereby correcting Note #5 on the paving and drainage notes. It should read: "Base course thickness to match existing road base, but not less than 6 ". Also asphalt pavement course thickness shall match the existing road pavement, but not less than 1 ". Thanking you for your attention in this matter. SincerelY, al Pelayo J. Calan Licensed Engineer No. 53829 State of Florida Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 162164 Scheduled Inspection Date: August 18, 2011 Inspector: Bruhn, Norman Owner: SYLVAIN, FRED Permit Number: DS -5 -10 -810 Job Address: 9100 NE 2 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: UNITED GENERAL BUILDING CORP Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)759 -6235 Parcel Number 1132060133200 Building Department Comments NEW PAVING AND DRAINAGE EXTERIOR ALTERATION Passed g 8 r ./. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 161859. CREATED AS REINSPECTION FOR INSP- 161696. CREATED AS REINSPECTION FOR INSP- 142844. AREAS STILL TO BE SODED. ONE HANDICAP SPOT MISSING BLUE LINE. JR 7/7/11 Parking lot layout does not match plans at SE lot. The accessible spaces must be 12' wide minimum. All plants must be installed. Clean up construction debri. Clean sidewalks. Work still not complete. NB C%v August 17, 2011 For Inspections please call: (305)762 -4949 Page 17 of 46 11111Pdr� 'hij1 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 BUILDING PERMIT APPLICATION FBC20 Permit Type: BUILDING ROOFING. Owner's Name (Fee Simple Titleholder) Owner's Address 9(00. A-r • 2-E City la(' t State r Tenant/Lessee Name, Email Permit No. MAY 1 0 'IOU BY: 5_ Master Permit No (O ID JAL,teAc 474tat.4 305• we . �Z� Zip 33/3(r- Phoue # Job Address (where the work is being done) �L 2J� City Miami Shores Village County Miami -Dade Zip 3 313cP FOLIO / PARCEL # gg 1'3Z0 --' 0/3- 3?"D Is Building Historically Designated YES NO / Flood Zone Contractor's Company Name ("f 4.1 cn w-QlW igagAt Phone # Contractor's Address 32 7/ dui 3d'' f City /" i' State Zip 35/7Z Qualifier Name 11,1 ere& d )4 fre j Phone # 3O S - fo 33 -24-0 i State Certificate or Registration No. (67e is-05-n( Certificate of Competency No. go Dls) & yS ^d 9 'Contact Phone E -mail 3O -6 3, -Lid/ Architect/Engineer'S Name (if applicable) Value of Work For this Permit $ /7, SO Type of Work: ['Addition Describe Work: Phone # Square / Linear Footage Of Work: ± 19,' ' •Alteration ['New ❑ Repair/Replace Q Demolition Cil s sc' 2I d4 -g. ********* * * * *** * * * * * * * * * * * *** * * * * ** *x ** Fees ** *** * * * * ** *: * * * * * * * * * * *** **** * * * * **** * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Dotible Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 57:r 1 •Sti See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 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 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property Ls subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and rei ction fee will be charged.. Signature Contractor The foregoing instrument was acknow day of /ii , 20/e7 wn'i3P' \ �ac \� -•� wn tsyn yeQilsir .aced who is personally known Klerf�'Ycft and who did take an oath. My Commission Expires: o did take an oath. NOTARY S P My Commission Expires: tm * * * * * * * * * * * * * * * * * * * ** ; * * * *. * * * * *$ * * * * * * * * * * * * *, * * * * * *, * * ** * * * * * ** * * * * ** * * * * ** * ** APPROVED BY Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) /Zoning Clerk checked 04-05- I 1 ; 1 1 : 47AM; AGE:Ai d" CE RTIFICATE OF LIABILITY INSURANCE Lou remoru TT1 04/051 11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES T4bT AMEND, EXTEND OR ALTER THE COy R&G,E AFFORDED BY THE FOLIC, EUE,IPW. INSURERS AFFORDING COVERAGE I NAIC 11 INSURERA UNITED SPECIALTY INSURANCE CO PRODUCER Government Insurance Corp. 320 Hialeah Drive Hialeah, FL 33010 Phone (305) 8839398 Fax (305) 8854936 INSURED United General Building Corp 3274 NW 38 St Miami, FL 33142 INSURER B INSURER C: INSURER D: INSURER E: COVERAGES THE POUCIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPBCTTO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN I8 SUBJECT TO ALL THE TERMS, EXCLUSIO `S AND CONDITIONS OF SUCH POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. J Ja 1 POLICY Ewoor o t erne to 1[A110N LIMITS TYPE OF INSURANCts POLICY NUtMIBER DATE tMM►DDnrr� p wTTTn� EACH OCCURRENCE DAMAGE TO: RENTED NS1208889 07/17/10 07/17/11 LREM►SES [,Ea occur? al MED EXP (My one person) 5,000 PERSONAL Ai ADV INJURY 1.000.000 GENERALAiGREGATE 2,000,000 PRODUCTS i COMP/OP AGG 2,000,000 INSURER F: V GENERAL LIABILITY COMMERCIAL GENERAL Lu4ElLITY 00 cLAIMSMADE ❑ OCCUR 0 © L AGGREGATE UUIr APPLIES PER ❑ POLICY ❑ PROJECT ❑ LOC AUTOMOBILE UASILI Y ❑ ANY AUTO 0 ALL OWNED AUTOS 0 ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS GARAGE LIABILITY ❑ ANY AUTO 1.000,000 100,000 N/A E EXCESSIUMBRELLA LIABILITY ❑ OCCUR ❑ CLANS MADE ❑ DEDUCTIBLE ❑ RETENTION $ COMBINED SINGLE LIMIT (Ea ode BODILY INJURY (F� pef5Of) BODILY INJURY (Per aw101fl0 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY FFICER I PROPRIETOR PARTNER XCLEED? CUTNE If yes, deseneo under SPECIAL PROVISIONS Wow OTHER N/A PROPERTY DAMAGE ar ac en* AUTO ONLY!. EA ACCIDENT OTHER THAN EA ACC AUTO ONLY AGG EACH OCCURRENCE AGGREGATT • INC STS AVER - E.L. EACH ACCIDENT E.L. DISEASE • EA EMPLOYEE LL DISEASE • POLICY LIMIT F DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES I EXCLUSIONS ADDEO BY ENDORSEMENT I SPECIAL PROVISIONS GENERAL CONTRACTOR CERTIFICATE HOLDER MIAMI SHORES VILLAGE 10050 NE 2ND AVE MIAMI SHORES, FL 33138 ACORD 26 (2001108) CIF CANCELLATION swum EXPIRATION ATE THEREOF, THE ISSUED INSI�RER WILL ENDEAVOR BEFORE T I £ 10 OAYS WRIT EN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEF7, BUT FALLURE TO DO SO SHALL IMPOSE NO OBUGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS ACENTSSOR REPRESENTATIVES. 1; AUTHORIZED REPRESENTATIVE . ACORD CORPORATION 1988 BATCH NUMBER MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. . 1st FLOOR MIAMI, FL 33130 2010 LOCAL BUSINESS TAX RECEIPT 2011 - MtAMI-DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2011 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 THIS IS NOT A BILL — DO NOT PAY FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 540042 -9 RENEWAL BUSINESS NAME / LOCATION RECEIPT NO. 563945-6 UNITED GENERAL BUILDING CORP STATE* CGC1505961 3274 NW 38 ST 33142 UNIN DADE COUNTY OWNER UNITED GENERAL BUILDING CORP Sec. Type of Business 196 GENERAL BUILDING CONTRACTOR THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS DF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX OLLECTOR: 10/06/2010 09010067001 000082.50 SEE OTHER SIDE WORKER /S 2 DO NOT FORWARD UNITED GENERAL BUILDING CORP MIZRAIN PEREZ PRES 3274 NW 38 ST MIAMI FL 33142 11111/1/ Ii1111± 11111111111111.1111111 I1 II 118 i1111111i1 11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 10/04/2010 EXPIRATION DATE: 10/03/2012 PERSON: MIZRAIN PEREZ FEIN: 900084507 BUSINESS NAME AND ADDRESS: UNITED GENERAL BUILDING CORPORATION 3274 NW 38 STREET MIAMI, FL 33142 SCOPE OF BUSINESS OR TRADE: 1- REMODELING 2- FLOORING 3- FENCE ERECTION IMPORTANT Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt... apply only within the scope of the business or trade listed on Rthe notice of election to be exempt E Pursuant to Chapter 440.05(10), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. IWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 YosKAAA, Permit No: 10 -810 Job Name: March 18, 2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 765.2204 Fax: (305) 756.8972 Building Critique Sheet 2nd 1) Provide a permit application for the underground work. Plumbingor site. Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 IPA* : 3cs --1033 — e 03/21/2011 10:39 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES e001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 1191 RECIPIENT ADDRESS 93056332120 DESTINATION ID ST. TIME 03/21 10:39 TIME USE 00'16 PAGES SENT 1 RESULT OK 19-t —Yigattux Permit No: 10 -810 Job Name: March 18, 2011 Miami Shores Vinage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet 2nd 1) Provide a permit application for the underground work. Plumbingor site. Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 FD4 .305 -- (033 --a12 Permit No: 10 -113 Job Name: February 10, 2010 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd 1) Separate permits for the paving and drainage, signs ect. Provide separate plans for review. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Village Building Department RECEIPT PERMIT #: 0—'5I ° DATE: 3 1/ e' ', ffC-z-7 Contractor ❑ • ner ❑ Architect 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Picked up 2 sets of plans and (other) t ( i; oc. 02 4 (/r. Address: q /1/J From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: - RESUBMITTED DATE: PERMIT CLERK INITIAL: QA 03/08/2011 13:14 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 2001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /R% NO 1144 RECIPIENT ADDRESS 93056332120 DESTINATION ID ST. TIME 03/08 13:13 TIME USE 00'33 PAGES SENT 3 RESULT OK Permit No: 10410 Job Name: March 8, 2011 Miami Shores Viiiage Building Department Building Critique Sheet ns must be approved by Miami Dade County Fire. lans must be approved by Miami dade DERM. 3 Plans must be approved by HRS for the septic system. 4) Provide a permit application for the underground work.Plumbing or site. 5) Corrections for plumbing must be completed. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 pA-k 0- C 3 tta Permit No: 10 -810 Job Name: March 8, 2011 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1) Plans must be approved by Miami Dade County Fire. 2) Plans must be approved by Miami dade DERM. 3) Plans must be approved by HRS for the septic system. 4) Provide a permit application for the underground work. Plumbing or site. 5) Corrections for plumbing must be completed. Page 1 of 1 Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 P%( 3 - C033- I Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. h $ CO 3*» Job Name ' PLUMBING CRITIQUE SHEET e °F e 3 -7- 11 kieill Re() ie44,, ` oil11-- Agri:/irid/r WI 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. DS -5 -10 -810 dition/AI Issue Date: Not Issued Expires:Not Issued Folio Number:1132060133200 Owner's Name: FRED SYLVAIN Job Address: 9100 2 Avenue Miami Shores, FL 33138- Owner's Phone: Total Square Feet: Total Job Valuation: (305)759 -6235 19500 $ 17,500.00 Contractor(s) UNITED GENERAL BUILDING CORP Phone Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 3/3/2011: Yes Comments: PLEASE PROVIDE A SEPARTE SITE PLAN FOR THE PAVING AND DRAINAGE SHOWING THE EXISTING AND PROPOSED SITE IMPROVEMENTS 3/3/11 PLANS APPROVED BY PLANNING BOARD 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1132060133200 Owner's Name: FRED SYLVAIN Job Address: 9100 2 Avenue Miami Shores, FL 33138- Owner's Phone: (305)759 -6235 Total Square Feet: 19500 Total Job Valuation: $ 17,500.00 Contractor(s) Phone Primary Contractor UNITED GENERAL BUILDING CORP Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 3/11/2011: Yes Comments: PLEASE PROVIDE A SEPARTE SITE PLAN FOR THE PAVING AND DRAINAGE SHOWING THE EXISTING AND PROPOSED SITE IMPROVEMENTS 3/3/11 PLANS APPROVED BY PLANNING BOARD 3/11/11 NEW PLANS OK Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax (305)758 -8972 Folio Number:1132060133200 Owner's Name: MIAMI SHORES CONGREGATION OF JEHOVAH'S WIT Job Address: 9100 2 Avenue Miami Shores, FL 33138- Owner's Phone: (305)758 -1073 Total Square Feet: 19500 Total Job Valuation: $ 17,500.00 Contractor(s) Phone Primary Contractor UNITED GENERAL BUILDING CORP Yes 1 Planning and Zoning Criteria and Comments Approved: No Date Denied: 5/11/2010 Comments: PLEASE PROVIDE A SEPARTE SITE PLAN FOR THE PAVING AND DRAINAGE SHOWING THE EXISTING AND PROPOSED SITE IMPROVEMENTS DYNATECH gc-/O- ENGINEERING CORP. DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: PROCTOR COMPACTION TEST June 13, 2011 CAS ENGINEERING Proposed Parking Lot's / Miami Shores Kingdom Hall @ 9100 North East 2nd Avenue, Miami Shores, FL. CAS Engineering MATERIAL DESCRIPTION: White limerock 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828-7499 SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop AASHTO designation T- 180 -C. % MOISTURE DRY DENSITY 3.7 6.8 11.5 124.2 129.1 127.2 Optimum Moisture 8.4 Percent 100% Maximum Dry Density 130.3 lbs. /cu.ft. % Passing 3/4" Sieve 86.1 Percent Sampled By: JA Tested By: JA Checked By: JA 132 130 128 126 124 r‘. \\‘ ,11;!!IfiiiiI' 122 -NAD IV qA�/ /'mss f-1 As a mutual protection to clients, the public and ourselveCal1 eports l O� are submitted as the confidential property of clients, and d ofization l � for use, publication of statements, conclusions or extracts ffdm regardi P���`ry�� ��® our reports is reserved pending our written approval. " ` A- °' m. a -- ‹,;,r' ',® 4 6 8 10 12 14 % MOISTURE `ely su;naitted, !S S! MA_ Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E N S I T Y DYNATECII ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS DATE: June 13, 2011 CLIENT: CAS ENGINEERING PROJECT: Proposed Parking Lot's / Miami Shores Kingdom Hall @ ADDRESS: 9100 North East 2nd Avenue, Miami Shores, FL. CONTRACTOR: CAS Engineering Test No. 1 Location: North East parking lot; west side of pad L.R.B. Test No. 2 Location: North East parking lot: north side of pad L.R.B. Test No. 3 Location: North East parking lot; east side of pad L.R.B. Test No. 4 Location: North East parkinglot; south side of pad L.R.B. Test No. 5 Location: North East parking lot; center of pad L.R.B. Description of Material: White limerock Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST** 4, g9MPLY WITH SPECIFICATIONS 'Jo a,�� Respectfully submitted, Sampled By: JA Tested By: JA Checked By: JA *A density test determines the degree of compat tl A soil boring test must be provided by client, pr A�p�r$t reports are submitted as the confidential property of c i i reserved pending on our written approval. F:. fie., y'ya U>t�pdSrial only In no way shall a density test replace asoil bearing capacity determination. ��grt %f r subsoil conditions. As a mutual protection to the clients, the public and ourselves, all idthorization for publication of statement conclusions or extracts from or regarding our reports is issam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 TEST NO. 1 2 3 4 5 DEPTH 6" 6" 6" 6" 6" FIELD DENSITY 129.6 131.0 129.1 128.8 128.5 MOISTURE CONTENT % 6.6 4.7 5.8 5.5 6.1 _ MAX. DENSITY IN THE FIELD % 99.4 100.5 99.0 98.8 98.6 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 130.3 130.3 130.3 130.3 130.3 OPTIMUM MOISTURE ( %) P P P P P Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST** 4, g9MPLY WITH SPECIFICATIONS 'Jo a,�� Respectfully submitted, Sampled By: JA Tested By: JA Checked By: JA *A density test determines the degree of compat tl A soil boring test must be provided by client, pr A�p�r$t reports are submitted as the confidential property of c i i reserved pending on our written approval. F:. fie., y'ya U>t�pdSrial only In no way shall a density test replace asoil bearing capacity determination. ��grt %f r subsoil conditions. As a mutual protection to the clients, the public and ourselves, all idthorization for publication of statement conclusions or extracts from or regarding our reports is issam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS DATE: June 13, 2011 CLIENT: CAS ENGINEERING PROJECT: Proposed Parking Lot's / Miami Shores Kingdom Hall @ ADDRESS: 9100 North East 2nd Avenue, Miami Shores, FL. CONTRACTOR: CAS Engineering_ Test No. 6 Location: South West parking lot; west side of pad L.R.B. Test No. 7 Location: South West parking lot; south side of pad L.R.B. Test No. 8 Location: South West parking lot; east side of pad L.R.B. Test No. 9 Location: South West parking lot; north side of pad L.R.B. Test No. 10 Location: South West parking lot; center of pad L.R.B. Description of Material: White limerock TEST NO. 6 7 8 9 10 DEPTH 6" 6" 6" 6" 6" FIELD DENSITY 128.5 129.1 130.6 129.7 129.3 MOISTURE CONTENT % 5.2 5.0 4.6 6.2 5.8 MAX. DENSITY IN THE FIELD % 98.6 99.0 100.2 99.5 99.2 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 130.3 130.3 130.3 130.3 130.3 OPTIMUM MOISTURE ( %) P P _ P P P Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: JA Tested By: JA Checked By: JA \\‘‘‘111111140 Respectfully submitted, lj. B ° °� ,0�a ® Wissati Naamani, F.E. R2: VP. DYNATECH ENGINEERING CORP. _� e ®�' ® Florida Reg. No. 39584 �� g. rye SI B *A density test determines the degree gfv mpaction of the t s; 4 o 1T taterial only. In no way shall a density test replace a soil bearing capacity determination. A soil boring test must be provided by- clte+6,ptior1ota �` tierify subsoil conditions. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential pro 3 of th p �• onzation for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. - ' ® ®��d i 8 U I� ® ® ®®