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FW-13-791 (2)
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-189500 Permit Number: FW -4-13-791 Inspection Date: September 25, 2013 Permit Type: Fence/Wall Inspector: Naranjo, Ismael Inspection Type: Final Owner: LLERENA, MARK Work Classification: Masonry Job Address: 1550 NE 103 Street Miami Shores, FL 33138 - Phone Number (786)981-1301 Parcel Number 1132050310110 Project: <NONE> Contractor: APOGEE CONSTRUCTION & DEVELOPMENT CORP Phone: (954)529-4552 Buildina Denartment Comments MASONRY ENTRY WALL Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed i(tLy Failed EJ Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 January 28, 2014 Page 1 of 1 11 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-194381 Permit Number: FW -4-13-791 Inspection Date: June 28, 2013 Permit Type: Fence/Wall Inspector: Bruhn, Norman Inspection Type: Foundation Owner: LLERENA, MARK Work Classification: Masonry Job Address: 1550 NE 103 Street Miami Shores, FL 33138 - Phone Number (786)981-1301 Parcel Number 1132050310110 Project: <NONE> Contractor: APOGEE CONSTRUCTION & DEVELOPMENT CORP Phone: (954)529-4552 Buildina Department Comments MASONRY ENTRY WALL Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-189499. NEED LETTER FROM ARCH OF RECORD. FOR WF -36 ON FOOTING.JR Failed El Correction Needed ❑ Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 June 28, 2013 Page 1 of 1 ALL ,STATE ENGINEERING AND TESTING CONSULTANTS, INC. AU STATE TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES-CHEMIST-DRILLING-ENVIROMENTAL SERVICES ENGINIUMiG 2380 West 780 Street, Hialeah. Florida. 33016 - Phone: 305-888-3373 Fax: 305-888-7443 PROCTOR COMPACTION TEST ASTM D-1557 Date Mav 1 S, 2013 Order Number 13-1487 Client C&S Paint & Wall Paper Address 660 NW 125th Street North Miami, Florida 33168 Project SFR Addition Address 1550 NE 103r Street Miami Shore, Florida Sample Location Stock pfle at the job site Soil Description Subgrade: Brown Silica Sand with Coral Rock Mix Sam led by Abbasi I Reported to TEST RESULTS II Laboratory Number: 1 14-112 1 Sample Number: I 1 II The following compaction test was Optimum Moisture 8.1 100% Max. Dry Density 1112 98% Dry Density 114.9 95% Dry Density 111.3 Gradation test passing 3/4" Siev 81.90% Sampled By Abbassi Tested By Checked By Typed By jwc } H N Z W 0 } 0 h the standard methods for Moist A-ASHTO designation T-180-0. 5 6 7 Dry Qtnsity n 9/o Moisturk 11 12 % MOISTURE Spectf lly submitted by, GI(b to Gavarrete, P.E. #51371 TATE ENGINEERING & TESTING CONSULTANTS, INC. W- .vt, Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not to be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. . . , a ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES-CHEMIST-DRILLING-ENVIROMENTAL SERVICES 2380 West 78's Street, Hialeah, Florida. 33016 - Phone: 305-888-3373 Fax: 305-888-7443 Field Density Test of Compacted Soils ASTM D-5195 Client. C&S Paint & Wall Paper Order # 13-1487 Address. 660 NW 125 Street North Miami, Florida 33168 Date. 05-15-13 Project. SFR Gauge # 13264 Address. 1550 NE 103rd Street Miami Shore, Florida Phone No: 3 Attention: 5 Lab ID # Location 13-2209 Front Entrance Porch Slab on Grade SW Area 13-2210 Front Entrance Porch Slab on Grade NE Area 13-2211 Front Entrance Porch Footer on East Side 13-2212 Front Entrance Porch Footer on West Side 13-2213 Pool Pad Back Fill Slab on Grade Center Area Descri tion of Material Brown Silica Sand with Coral rock Mix Back Fill Sub grade z I Base rock Sampled By: Tested B Laboratory Identification Number 13-2209 13-2210 13-2211 13-2212 13-2213 Test Number 1 2 3 4 5 Depth in Inches 12" 12" 12" 12" 12" Wet Density 116.5 116.0 117.0 116.6 115.2 Moisture Count 7.6 7.9 8.4 8.2 8.9 Dry Density (PCF) 99.4 99.0 99.8 99.5 98.3 Moisture 98% 98% 98% 98% 98% 100% Maximum Density (Lab) 117.2 117.2 117.2 117.2 117.2 Proctor T-180 AASHTO Method C 14-112 14-112 14-112 14-112 1 14-112 Optimum Moisture (%) 8.7 Reported By Checked By Typed By we Respectfully submitted by, GilbeiT avarrete, P.E. #51371 STATE ENGINEERING & TESTING CONSULTANTS, INC. W,M Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not to be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. ALL STATE ENGI ING ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES-CHEMIST-DRILLING-ENVIROMENTAL SERVICES 2380 West 786'Street, Hialeah, Florida. 33016 - Phone: 305-888-3373 Fax: 305-888-7443 PROCTOR COMPACTION TEST ASTM D-1557 Date May 15, 2013 1 Order Number 13-1487 Client C&S Paint & Wall Paper Address 660 NW 125th Street North Miami, Florida 33168 Project SFR Addition Address 1550 NE 103 Street Miami Shore, Florida Sample Location Stock pile at the job site Soil Description Sub ade: Brown Silica Sand with Coral Rock Mix Sampled by Abbasi I Reported to TEST RESULTS Laboratory Number. 1 14-112 1 Sample Number. 1 1 j The following compaction test was conducted in accordance with the standard methods for Moisture/Density relations of soil using a 10 lb. Hammer and 18" drop A-ASHTO designation T-180-0. Optimum Moisture 8.7 100% Max, Dry Density 1172 98% Dry Density 114.9 95% Dry Density -1113 Gradation test passing 3/4" Siev 81.90% Z W } 5 6 7 Dry gusity vs A/o Mob 11 12 % MOISTURE &Spectfully submitted by, 11/le"A �Lvtk�' "', , 001-� �A tSTATE avarrete, P.E. #51371 ENGINEERING & TESTING CONSULTANTS, INC. Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not to be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. ALL STATE' ENGINEERING ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES-CHEMIST-DRILLING-ENVIROMENTAL SERVICES 2380 West 781" Street, Hialeah, Florida. 33016 - Phone: 305-888-3373 Fax: 305-888-7443 Field Density Test of Compacted Soils ASTM D-5195 Client: C&S Paint & Wall Paper Order # 13-1487 Address. 660 NW I25` Street North Miami, Florida 33168 Date. 05-15-13 Pro'ect: SFR Gauge # 13264 Address. 1550 NE 103rd Street Miami Shore, Florida Phone No: 3 Attention: 5 Lab ID # Location 13-2209 Front Entrance Porch Slab on Grade SW Area 13-2210 Front Entrance Porch Slab on Grade NE Area 13-2211 Front Entrance Porch Footer on East Side 13-2212 Front Entrance Porch Footer on West Side 13-2213 Pool Pad Back Fill Slab on Grade Center Area Description of Material Brown Silica Sand with Coral rock Mix Back Fill Sub grade x I Base rock Sampled B : Tested B Laboratory Identification Number 13-2209 13-2210 13-2211 13-2212 13-2213 Test Number 1 2 3 4 5 Depth in Inches 12" 12" 12" 12" 12" Wet Density 116.5 116.0 117.0 116.6 115.2 Moisture Count 7.6 7.9 &4 8.2 8.9 Dry Density (PCF) 99.4 99.0 99.8 99.5 98.3 Moisture 98% 98% 98% 98% 98% 100% Maximum Density (Lab) 117.2 117.2 117.2 117.2 117.2 Proctor T-180 AASHTO Method C 1 14-112 14-112 14-112 14-112 14-112 Optimum Moisture (%) 8.7 Reported By Checked By Typed By we Respectfully submitted by, &ilbo' Gavarrete, P.E. #51371 ATE ENGINEERING & TESTING CONSULTANTS, INC. a. -),G— 17t-)i-�a Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not to be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. Miami Shores Village :,t Ev� `N Building Department z APR 17 2013 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 Permit Type: BUILDING JOB ADDRESS:bbc � 0 FBC 2 _ Permit No.FW 3 Master Permit No. City: Miami Shores County: Miami Dade Zip: Foho/Parcel#: Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): k- j:r, Phone#: Address:�62 Mj_ICz51 City: &A- eu-va " n State: 1�-L-- Zip: Tenant/L.essee Name: Phone#: Email: CONTRACTOR: Company Name: Address: % [ City: Qualifier Name: State Certification or Registration #: Contact Phone#: Email Address: Certificate of Competency #: Type of Work: UAddition DAlteration TANew ORepair/Replace Description of Work: CAtOr tnru ate: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ QL Y — 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 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. . . , SSignature Owner or Agent The foregoing instrument was acknowledged before me this day of � / r , 20 , by who is-peii ioe or who has produced As identification and who did take an oath. NOTAR PUBLIC: Sign: Print. My Commission Expires: DAMAYIVEGA MY COMMISSION # EE 066066 EXPIRES: April 1 gni c Contractor The foregoing ins ent was acknowledged bef re me this day of "Tent 20 . J , by® ''�„ La who is personal to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: 1.i My Commi MY COMMISSION # EE 066066 { =A ^o EXPIRES: April 1, 2015 �'"'°'- °�Q^' Bonded Thru Notary Public Underwriters APPROVED BY / " //°/� Plans Examiner Zoning Structural Review Clerk (Revised 5i2/2012)(Revised 3/12/2012) XRevised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) Miami Shores Village Building Department JUN 2 7 egg 90050 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 FBC 20 (Z) Permit No. — (-3 — 1 ' i Master Permit No. -FC— I� Permit BUILDING—� ROOFING JOB ADDRESS: IE�62 103S4— City: _ Miami Shores County: _ Miami Dade Zip: Folio/Parcel#. Is the Building Historically Dedgnated: Yes NO Flood Zone: OWNER: Name (Fee Simple City: �� , - Az,4 � State: ! f t Zip: Tenant/Lessee Name: phone#. Email: CONTRACTOR: Company Name: Address: �' City.. (p. —State: Zip: Qualifier Name: phmlm „ 0 State Certification or Registration #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer. Value of Work for this Permit: $ JE�> Square Anear Footage of Work: Type of Work: DAdditionDAkeration ONew ORepair/Replace De�3ptlon AWork: _ �(a J640e-" ODemolition Submittal Fee $ Permit Fee $ J —J CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ TrainingWAuc adon Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 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. Owner or Agent The foregoing instrument was ack day of , 20 _, by _ who is personally known to me or As identific NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY take Signature Contractor (The regoin in ent as acknowledged before me this day of 0 _, by is onally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Zoning Structural Review Clerk (Revised 3n2/2012)(RrAsed 07/1 o/07XRevised 06/10I2009)(Revised 3/15/09)