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PAVINGApproved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date -/ 7 Time Type lnsp'n � -t[L4I r;l.t v i Yze. Permit No. /g7 ;40.2 - 72V Name 7eitLee- Address I2. y f /Pi f / g 5 / Company (i4 -vt.7 Phone # 3 23 77 7f For Inspector: 4 ' %2- Name C33e MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date -.Z � Time Type Insp'n Permit No. n �� ,0Z - 7 , 2 Name -NJ Address Company Phone # 3o.s ,5 7 - For Inspector: tl _a � Name & l Approved Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ( 1—/Y — CZ Time Type Insp'n /1;4/ /r `7";44 / Permit No. fl/ •OO 2 - 72V Name Address Company -vt7 Phone # 30 5 77 7f For Inspector: Z Name Approved Correction Re- Insp'n Fee it -3aCc- CC9- C33t Owners Address Contracting Co. Qualifier State # S • e of owner FEES: PERMIT APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 41 /57 e Z Job Address " `/$ ,i2 j f Tax Folio Square Ft. 7 76 5 -,'— Legal Description f Historically Designated: Owner/Lzssee / Tenant M , / 1 / . ✓�Q f ,e)i I /' /( PEPIKc'LC- tZea.v 9' • 149-iii Y174 /26 r ii,P ®() ?//7��� (i�l� /��' � Address ///7 PLaALL as to er an • or Condo • esident My Commission Expires: ` c- :` ti >� P f d A 'LAME? RADON Municipal # r `l 7 - Zen? Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION RFM/eI/& / II 400' ©FASO / 1 4 Condo President Date a -S 7 (i - a to C.C.F. SS# , Competency # E 97-2Ap0 Address Address Address Estimated Cost (value) WARNING TO OWNER YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work s Master Permit # Phone (3 Signature of Contractor or Owner- Builder `fS -oZ Notary as to Contractor or Owner- Builder Date My Commission Ex ires:. �wrrw�w" '� a � a YA MO= • • My 001/ J ION # DD 026739 iNti L : JaY 10, 2005 �r�rFoFFI�P\O' Titru o dg$$Motaq Santos Yes 7 _1- 7 '77c A)Ai// 7A i& Phone Ins. Co. /Fc TOTAL D No NOTARY 5 r n BOND D ` J '7 556-5 ( s4M) ,c- Mown) FENCE SIGN 4 — Date D Zoning ter'[ /1-1-45 Building -4-� g Electrical COVENANT OF CONSTRUCTION WITHIN RIGHT OF WAY WHEREAS, H�X p n / j � hereinafter referred to as the Owner of the (owner) following described property: Legal description /folio #: Lot 6 j T _ Block 3 Subdivision 69&77 ' Tax Folio #: requests permission to install: - sphalt, concrete, brick pavers [ ] Landscaping [ ] Other within the public road right of way of /� / 9F (address) IN CONSIDERATION of the approval of this permit by the Village, the Owner agrees as follows: To maintain and repair, when necessary, the above- mentioned item(s) installed within the dedicated right of way. If it becomes necessary for Miami Shores Village or Dade County to make repairs or maintain said items within public right of way including restoration of street by reason of the Owner's failure to do so, such expense shall be paid by the Owner or shall constitute a lien against the above described property until paid. 2. The owner does hereby agree to indemnify and hold Miami Shores Village or dade County harmless from any and all liability, which may rise by virtue of permitting the installation of these items within the public right of way. 3. The Owner does hereby agree to remove or relocate their facilities at their own expense, within 60 days notice by the Village to do so. Failure to comply with this notice will result in the Village causing the item(s) to be removed and a lien being placed on the property and/or assessed against the Owner for all costs incurred in the removal and disposal of the item(s). 4. The undersigned further agrees that these conditions shall be deemed a covenant running with the land and shall remain in full force and effect and be binding on the undersigned, their heirs and assigns, until such time as this obligation has been canceled by an affidavit filed in the Public records of Dade County, Florida by the Village Manager of Miami Shores Village (or his fully authorized representative). SIGNED, SEALED, EXECUTED AND ACKNOWLEDGE on this I day of SIGNED. SEALED AND DELIVERED in the presenc M iami Sh,oreo 10050 N.E. SECOND AVE. MIAMI SHORES. FLORIDA 33138 - 2382 Telephone: (305) 795 -2207 Fax: (305)_756 -8972 pRtuEcufi-y f PPSO►4C�F 04/04/02 THU 17:03 FAX 305 5470772 KATHERINE FERNANDEZ RUNDLE STATE ATTORNEY TO: NUMBER DIALED: DATE AND TIME SENT: 1 f ''( d � - BY: 1 "i 0100 -6/I 0/991Documentl ISASoF STATE ATTORNEYS STATE ATTORNEY ELEv F NTFI JUDICIAL CIRCUIT OF FLORIDA E. R. GRAHAM BUILDING 1350 N.W. 12TH AVENUE MIAMI. FLORIDA 33136.2111 FAX COVER SHEET FROM: .J Q "� MESSAGE: NUMBER OF PAGES: -- (including this cover page) Please Recycle TELEPHONE (305) 547 -0100 If you have any problems or questions, please call: , at: (305) 547- O( . Thank you. WARNING: THOS COMMUNICATION IS INTENDED ONLY FOR THE USE OF TILE INDIVIDUAL OR ENTITY TO WIIOM IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGED, CONFIDENTIAL AND EXEMPT FROM DISCLOSURE UNDER APPLICABLE LAW. If the reader of this message is not intended recipient or the employee or agent responsible for delivering this communication to the intended recipient you are hereby notified that any distribution, use or copying of this communication is strictly prohibited. If you have received this communication in error, please notify our staff immediately at the above - listed number and return the original message t� our office at the above address via U.S. Postal Service. Z1 001 bc, AN 1» Aff 4 ,03. t e , cocf, \ � y �AN, , 0 ti ?rasa ,; f h. % ,�5� STATE OF FLORIDA) COUNTY OF DADE) The undersigned Affian attached survey, performed by performed on S ' jo lq , is an accurate representation of the existing conditions and (date of survey) AFFIDAVIT fi e!. (es , does hereby attest that the (property owner) fl vct S zvelfo z s (name of surveyo 's company) locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits.. Further, Affiant sayeth naught. SWORN TO AND SUBSCRIBED before me this S day Affiant is personally known to m uced Affiant/Property owner Witness(sign and print) Witness(sign and print) 200 0 , as identification. to 1 9 6 7 1 (__3 - / // I r — 1 /2 I , /`/ ,(S /6 /7 .._________ le /9 ..2o 5582 N.W. 7Ih STREET. SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 264 -2660 FAX: (305) 264-0229 DRAWN BY: A1A Survey of Lot: 6 Block: 3 Subdivision: EARLETON SHORES According to the Plat thereof as recorded in the Plat Book at Page No. 80 of the public records of MIAMI -DADE County, Property Address: 1248 NE 98 ST, MIAMI, FL 33138 For: JOHN PERIKLES A = ARC. A/C = AIR CONDITIONER PAD. A.E. = ANCHOR EASEMENT. A/R = ALUMINUM ROOF. A/S = ALUMINUM SHED. ASPH. = ASPHALT. B.C. = BLOCK CORNER. BLDG. = BUILDING. B.M. = BENCH MARK. B.O.B. = BASIS OF BEARINGS. C. = CALCULATED. C.B. = CATCH BASIN. C.B.S. = CONCRETE BLOCK STRUCTURE. CBW = CONCRETE BLOCK WALL. CH. = CHORD DISTANCE. CH. B. = CHORD BEARING. CL. = CLEAR. C.L.F. = CHAIN LINK FENCE. C.M.E. = CANAL MAINTENANCE EASEMENT. CONC. = CONCRETE. C.P. = CONC. PORCH. C S. = CONCRETE SLAB. D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENT. DRIVE. = DRIVEWAY. o = DEGREES. E. = EAST. E.T.P. = ELECTRIC TRANSFORMER PAD. ELEV. = ELEVATION. ENCR. = ENCROACHMENT. F.H.. FIRE HYDRANT. F.I.P. = FOUND IRON PIPE. F.I.R. - FOUND IRON ROD. F.F.E. = FINISHED FLOOR ELEVATION. Nun Oururvars Sur. LAND SURVEYORS LOCATION SKETCH ABBREVIATIONS AND MEANINQ F.N.D.. FOUND NAIL & DISK FR. - FRAME. FT. = FEET. FNIP.. FEDERAL NATIONAL INSURANCE PROGRAM. F.N. - FOUND NAIL. H. = HIGH (HEIGHT). IN. & EG. INGRESS AND EGRESS EASEMENT. L.P. = LIGHT POLE. L.F.E. = LOWEST FLOOR ELEVATION. L.M.E. = LAKE MAINTENANCE EASEMENT. ' - MINUTES. M.. MEASURED DISTANCE. MON. - MONUMENT. MM. = MANHOLE M/L. = MONUMENT LINE. N.A.P = NOT A PART OF. NGVD= NATIONAL GEODETIC VERTICAL DATUM. N. = NORTH. N.T.S. = NOT TO SCALE • • NO. = NUMBER. O /S. • OFFSET. OH.. OVERHEAD. O.H.L.= OVERHEAD UTILITY LINES OVH. = OVERHANG. O.R.B.. OFFICIAL RECORD BOOK. PVMT. - PAVEMENT. PL. - PLANTER. P/L. = PROPERTY LINE. P.C.C.. POINT OF COMPOUND CURVE. P.C. • POINT OF CURVE. PT.. POINT OF TANGENCY. POC. = POINT OF COMMENCEMENT POE . POINT OF BEGINNING. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS. IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK _ PFRFDflMED1N THE F1 I.D. U n D 8E_DBAWN.AT A SHOWeg SCE AND/OR NOT TO SCALE. 37 P.R.C. • POINT OF REVERSE CURVE. PROP. COR. = PROPERTY CORNER. P.B.. PLAT BOOK. PG. = PAGE. PWY - PARKWAY. PRM . PERMANENT REFERENCE MONUMENT. P.L.S. - PROFESSIONAL LAND SURVEYOR. R. RECORDED DISTANCE. RR. RAILROAD. RES. = RESIDENCE. RAN. = RIGHT- OF•WAY. RAD.. RADIUS OR RADIAL. R.P. = RADIUS POINT. RGE.. RANGE. SEC. = SECTION. STY. - STORY. SWK. = SIDEWALK. S.I.P.. SET IRON PIPE L.B. 86044 S. = SOUTH. S.N.D. = SET NAIL & DISK L.B.N6044. SP. = SCREENED PORCH. " =SECONDS. T. = TANGENT. TWP. = TOWNSHIP. U.E. = UTILITY EASEMENT. UTIL. - UTILITY. U.P. = UTILITY POLE. W.M. = WATER METER. W.F. WOOD FENCE. W.S. • WOOD SHED, A = CENTRAL ANGLE. W.. WEST. C • CENTER LINE. • ANGLE. Scale 1" /J • 98 0,00 x 0.00 _DCl11GG1l.1AL _ SURVEY No. 99-0006148 0 SHEET NO. / OF No. 43 Florida. 2). IF SHOWN, ELEVATIONS ARE REFERRED TO 3). THIS IS A SPECIFIC PURPOSE SURVEY. Date: 08/10/1999 v T LEGEND TYPICAL SURVEYORS'S NOTES; 1). IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY TOWNSHIP MAPS. 4). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. I HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61017.6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES WOOD FENCE. CHAIN LINK FENCE. C.B.S. WALL (C.B.W.) EXISTING ELEVATIONS. PROPOSED ELEVATIONS. B.M.B ELEV. OF N.G.V.D. OF 1929. BY: CEO/C'G"E IBA RRA (DATE OF FIELD WORK). PROFESSIONAL LAND SURVEYOR NO. 05.3 STATE OF FLORIDA. (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). / io �J 8 7 q ¢ v 10 a .�-- cxx / t _ // 1 / Z .0 l /4 , C5 - /6 /7 !f /9 i Survey of Lot: 6 Block: 3 Subdivision: EARLETON SHORES According to the Plat thereof as recorded in the Plat Book No. 43 at Page No. 80 of the public records of MIAMI -DADE County, Florida. Property Address: 1248 NE 98 ST, MIAMI, FL 33138 For: JOHN PERIKLES 5582 N.W. flh STREET, SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 264.2660 FAX: (305) 264.0229 DRAWN BY: AA A = ARC. A/C • AIR CONDITIONER PAD. A.E. . ANCHOR EASEMENT. A/R • ALUMINUM ROOF. NS • ALUMINUM SHED. ASPH. • ASPHALT. B.C. • BLOCK CORNER. BLDG. • BUILDING. B M. • BENCH MARK. B.O.B. • BASIS OF BEARINGS. C. = CALCULATED. C B. • CATCH BASIN. C.B.S. • CONCRETE BLOCK STRUCTURE. CBW • CONCRETE BLOCK WALL. CH. • CHORD DISTANCE. CH. 8.. CHORD BEARING. CL. • CLEAR. C.L.F. • CHAIN LINK FENCE. C.M.E.. CANAL MAINTENANCE EASEMENT. CONC. = CONCRETE. C.P. • CONC. PORCH C S. • CONCRETE SLAB. D.E. = DRAINAGE EASEMENT D M.E. • DRAINAGE MAINTENANCE EASEMENT. DRIVE. • DRIVEWAY. o • DEGREES. E. • EAST. E.T.P. • ELECTRIC TRANSFORMER PAD. ELEV. • ELEVATION. ENCR. • ENCROACHMENT. F.H. • FIRE HYDRANT. F.I.P.. FOUND IRON PIPE. F.I.R.. FOUND IRON ROD. F.F.E.. FINISHED FLOOR ELEVATION. Nuiia purun 311tr. LAND SURVEYORS LOCATION SKETCH 4' N.� Scale 1" AJ 98" N, E ABBREVIATIONS AND MEANINQ F.N.D. • FOUND NAIL 8 DISK FR. • FRAME. FT. • FEET. FNIP, • FEDERAL NATIONAL INSURANCE PROGRAM. F.N. • FOUND NAIL. H.. HIGH (HEIGHT). IN. & EG. • INGRESS AND EGRESS EASEMENT. L.P. • LIGHT POLE. L.F.E. = LOWEST FLOOR ELEVATION. L.M.E. • LAKE MAINTENANCE EASEMENT. ' • MINUTES. M.. MEASURED DISTANCE. MON. • MONUMENT. MM. • MANHOLE M/L. • MONUMENT LINE. N.A.P = NOT A PART OF. NGVD= NATIONAL GEODETIC VERTICAL DATUM. N. = NORTH. N.T.S. • NOT TO SCALE 1 - NO, • NUMBER. O /S. = OFFSET. OH. • OVERHEAD. O.H.L. =OVERHEAD UTILITY LINES OVH. • OVERHANG. O.R.B. • OFFICIAL RECORD BOOK. PVMT. = PAVEMENT. PL.• PLANTER. P/L. • PROPERTY LINE. P.C.C. • POINT OF COMPOUND CURVE. P.R.C. • POINT OF REVERSE CURVE. PROP. COR. • PROPERTY CORNER. P.B. • PLAT BOOK. P0. • PAGE. PWY = PARKWAY. PRM = PERMANENT REFERENCE MONUMENT. P.L.S. • PROFESSIONAL LAND SURVEYOR. R. • RECORDED DISTANCE. RR. • RAILROAD. RES.. RESIDENCE. R/W. • RIGHT -OF -WAY. RAD. • RADIUS OR RADIAL. R.P. = RADIUS POINT. RGE. • RANGE. SEC. • SECTION. STY.. STORY. SWK.. SIDEWALK. S.I.P.. SET IRON PIPE L.B. 16044 S. • SOUTH. S.N.D. • SET NAIL 8 DISK L8.16044. SP. = SCREENED PORCH. "•SECONDS. T.. TANGENT. TWP. • TOWNSHIP. U.E.. UTILITY EASEMENT. UTIL. • UTILITY. U.P. = UTILITY POLE. W.M.. WATER METER. W.F.. WOOD FENCE. W.S. • WOOD SHED. 0 • CENTRAL ANGLE. P.C.. POINT OF CURVE. W. . WEST. PT. • POINT OF TANGENCY. POC. = POINT OF COMMENCEMENT C • CENTER LINE. P08.. POINT OF BEGINNING. '4•- . ANGLE. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS. tF ANY. AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. THE TERM 'ENCROACHMENT MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS AND THEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTION, UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY: THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE 0.00 X 0.00 SURVEYOFIS'S NOTES• 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY TOWNSHIP MAPS. 2). IF SHOWN, ELEVATIONS ARE REFERRED TO B.M. ELEV OF N.G.V.D. OF 1929. 3). THIS IS A SPECIFIC PURPOSE SURVEY. 4). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. I HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61017-6. FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, STATUTES. REVISED ON REVISED ON '.'°1 t Situated in Zone: AE Community /Panel /Suffix: 120652 - 0093 -J Date of Firm: 07/17/1995 Base Flood Elevation: 8 FT Certified to: JOHN PERIKLES AND MARIE PERIKLES ATTORNEYS' TITLE INSURANCE FUND, INC. OSVALDO R. OROZCO, ESQUIRE FIRST MORTGAGE NETWORK, INC. ITS SUCCESSORS AND /OR ASSIGNS, ATIMA SURVEY No. 99- 0006148 , SHEET NO. Date: 08/10/1999 v T LEGEND TYPICAL WOOD FENCE. CHAIN LINK FENCE. C.B.S. WALL (C.B.W.) EXISTING ELEVATIONS. PROPOSED ELEVATIONS. BY: GCO/' 6 IBARRA (DATE OF FIELD WO K). PROFESSIONAL LAND SURVEYOR NO. 05....V?" STATE OF FLORIDA. (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). OF 5582 N.W. 7th STREET, SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE; (305) 264-2660 FAX: (305) 264-0229 4A- LAND SURVEYORS 75 644) Pt 47- Nona uxurtjars $nt. BOUNDARY SURVEY Scalel' _ 20 N.E. 98 7.500 �9'wl Floc `or -i5 SURVEY NO. / - /105 SHEET NO. OF Zonin :: Approved 2 cocv- /- two c,' -5 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2002 -724 Printed: 4/10/2002 Applicant: JOHN & MARY PERIKLES Owner: PERIKLES JOHN & MARY JOB ADDRESS: 1248 NE 98 ST Contractor ARROW ASPHALT & ENGINEERING INC Contractor's Address: 14799 NW 117TH AVENUE Local Phone: 305 -556 -5702 Parcel # 1132050090330 Fees: Description Amount FEE2002 - 2076 Building Permit Application Fee $60.00 FEE2002 -2077 Buildier's Bond $300.00 FEE2002 -2078 CCF $1.20 FEE2002 -2079 Notary Fee $5.00 Total Fees: $366.20 Total Fees: $366.20 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 10/7/2002 Construction Value: $1,858.00 Work: REWORK EXISTING DRIVEWAY & RESURFACE W/ 1" OF ASPHALT If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done In compliance with such ordinances or If the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: Building Permit Page 1 of 1 Legal Description: EARLETON SHORES PB 43-80 LOT 6 BLK 3 LOT SIZE 75:000 X 109 OR 18779 -3323 (INC?ETOR) BY: Signed: (Contractor or Builder) BY: In consideration of the Issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responisibility for all work done by either myself, my agent, servants or employes. Date 9. 2.9'' j' Job Address l2 1 /W 7S sr Tax Folio 40r (. ace- 3 D 6 EA2,.e ra4 JgC*3 )(Legal Descri It /P, So / T�Ale Coonr,- Fc Historically Designated: Yes No Owner/Lessee / Tenant ST If C.A , t.e.., Master Permit # 4 133 --- 0 g Owner's Address /.2415 we IS sr- Contracting Co. 1 &A '4 P-f' 7Lias.!/u/ Qualifier A -rclgo - ✓�-L plc) SS# Phone 305/.6313 • DSG, State # zsz>/ a270 / Municipal # 30 • o Z (.I 5 V/ Competency # DDDDd6 L S Ins. Co. Architect/Engineer 4eT.1-O 4 S/S't o , PE. Address 4r3/ NF 1151r " API 3 3 t G J Bonding Company A/ Mortgagor NA- Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN /q1 4 . 0 1F �--GaLT).J 4 a1 0 .ems? _—_ - ,t ,epc.Ke)fr So sF ax Estimated Cost (value) 240 WORK DESCRIPTION Square Ft. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate laws regulating construction and zoning. Furthermore, I authorize the above -n ate ire owner ' or Co o Pr�si ent PEN (_"�` 'OFFICI SEAL" ,� CYNTHIA SAXON PALMER NNOTARYoRIAIM4PaifiniTgAgoFIVANII My ConQQM #CC 636017 MY COMMISSION EXPIRES 4/6/01 — A FEES: PERMIT %LD RADON C.C.F. APPROVED: Zoning Mechanical C OOS Date / / ` Phone 3° Os - 57 Address 43 ( NF 11 s sr ///I f st. fz- 3 5/4.1 Address Address Signature of Contra all wor r to NOTARY Electrical be done in compliance with all applicable rk sta4 «lo 1 A ntracto or Own B lder ssion Exp es: / /7i / Jenny Angul MY COMMIS91ON # CC5E8459 EXPIRES November 8, 2G01 BONJEC rHRU TROY FAIN IN®URANCE, INC li>QL �c BOND TOTAL DUE Plumbing Engineering Guide Specifications PAN - AMERICAN FOUNDATION C O R P O R A T I O N III. Materials A PRESSURE GRO TING and Foundation Stabilization I. Scope of Work The work covered by this section consists of furnishing all supervision, labor, materials, and equipment, and performing all operations in connection with consolidation of soil and rock underlying structures by injection of Intrusion grout as shown on the plans or as described herein. II. General A. Intrusion Grout shall consist of a mixture of portland cement, and water, with or without sand or other bulk fillers, together with such admixtures as may be necessary ary or desirable to accomplish the intent of these specifications. B. Foundation Stabilization shall consist of injection under pressure of Intrusion grout or equal, with or without the use of a primer solution, at such location, at such depths, and at such pressures as may be necessary to fill voids within pervious rock struc- tures or to form within asoil mass lenses, columns, or bulbs of hardened cementitious material as well as to fill voids within soil wherever possible. The placement of grout within the soil shall act to compress and consolidate surrounding soil in such a way that bearing values are improved. C. The contractor shall furnish records of past successful experience in performing this type of work. The contractor shall submit to the Engineer for approval a description of the materials to be used and the pro- posed methods of operation, and furnish records and data to demonstrate that the completed work will satisfy the requirements of these specifications. A. Portland Cement shall conform to Federal Specification SS -C -192 for "Cements; Portland ", or current A.S. T. M. Standards, designation C -150. * Special test requirements of Intrusion grout may be inserted here if appropriate, such as compressive strength at selected ages, limits on cement or water content per unit volume, shrinkage limits, resistance to freeze -thaw conditions or resistance to chemical attack. HI. Materials, continued B. Alfesil shall be the pozzolanic material sold by Concrete Chemicals Company of Cleveland, Ohio. It shall be a finely powdered material, composed essentially of compounds of amorphous silica, alumina, and iron, which possesses the property of combining with lime liberated during the process of hydration of portland cement, and shall conform to Corps of Engineers Specification CRC C -262. C. Intrusion Aid shall be the grout fluidificr manufactured by Concrete Chemicals Company of Cleveland, Ohio. It shall inhibit early stiffening, decrease bleeding, eliminate setting shrinkage, increase fluidity, produce the effect of an air entraining agent with respect to freezing and thawing, and shall otherwise conform to Corps of Engineers Specification CRD C -566. D. Water shall be fresh, clean, and free from injurious amounts of sewage, oil, acid, alkali, salts or organic matter. E. Fine Aggregate or bulk fillers shall consist of sand, silt, clay or a combination of these materials so selected as to fulfill the requirements of Section II B of these specifications. F. Chemix Admixtures, if used, shall be similar or equal to the pro- duct manufactured by Concrete Chemicals Company of Cleveland, Ohio. It shall be an integral lubricating agent which acts to control consistency, penetration, pumping pressures, bleeding, stiffening rate and setting time. G. Other Admixtures shall not be used without prior written approval of the Engineer. • H. Grout Primer, if used, shall be a low viscosity liquid which acts to lubricate passages in soil or rock preparatory to injection of cement base grout. It shall contain a surfactant, together with chemicals which react with this surfactant to produce an impermeable gel. It shall be so proportioned that gel formation takes place not less than 30 minutes after mixing. The grout primer shall be Terra Firma, as manufactured by Concrete Chemicals Company of Cleveland, Ohio, or equal. IV. Placing Injection Points In general, the split spacing method of injection point location shall be used in which primary points are first located at maximum anticipated spacing as determined by foundation conditions. After grout injection at these points has been completed, secondary points shall be located midway between primary points. Further splitting of injection point spacing may be required depending on results obtained in previous grouting operations. Primary injection points shall be placed to maximum anticipated depth as determined by foundation conditions. Depth of succeeding injection points shall be dependent on results obtained at previous locations. IV. Placing Injection Points, continued V. Grout Injection Procedures In pervious rock, holes shall be drilled in a manner which will not unnecessarily damage the structure of or plug voids in the rock. In soils or embankments of unconsolidated materials, injection points may be driven, drilled, or jetted in place but the method of placement shall not unnecessarily disturb soil structure, as by consolidation or plugging voids, in such a way as to reduce grout quantities or permit undesirable relief of grouting pressure at the interface of soil and injection pipes. Diameter of injection pipes or drill holes shall be adequate to permit injection of the most viscous mix anticipated without undue loss of head due to hydrau- lic friction, but in no case shall be less than EX drill hole or 3/4" pipe. For all types of injection points, accurate installation records shall be kept including location and depth of injection points, method of installation and other pertinent data such as water loss during rotary drilling, difficulties encountered during drilling or pipe driving, and blow count data if hand pipe drivers are used. The stage grouting method shall be used for grouting in rock. Each stage shall be drilled, washed, pressure tested with water, grouted, and grout allowed to take its initial set. The hole will then be cleaned out or redrilled and the sequence of operations repeated at the next lower stage. In soils or unconsolidated materials, grout injection shall in general be started at maximum depth and continued steadily as the injection point is withdrawn to minimum depth. Injection pressure shall be determined by grout consumption and foundation conditions but shall in no case be great enough to cause heav- ing of surrounding soil or rock. A primer or lubricating solution may be injected in advance of portland cement base grout to reduce injection pressure required or to increase grout take. When grout injection is proceeding near floor or surface level, pressure shall be lowered and measures taken to minimize or control uplift of the structural foundation. Accurate records shall be kept of grout mix proportions, quantities at each location and injection pressures. The actual sequence of grouting operations, proportioning of grout mixes, etc., will be as herein provided, except that these provisions may be modified by the Engineer as required by field conditions. VI. Equipment Only approved mixing and pumping equipment shall be used in the preparation and handling of grout. All oil or other rust inhibitors shall be removed from the mixing drums, stirring mechanisms, and other portions of the equipment in contact with the grout before the mixers are used. All equipment shall be main- tained in first class operating condition at all times and shall include, but not be limited to, the following items; A. Specially equipped Intrusion grout pump capable of operating at a maximum discharge pressure as required • by site conditions. B. A power operated grout mixer specifically designed for the pro- per mixing of pumpable slurry, together with a mechanically agitated sump, if necessary, to maintain uninterrupted grout supply. C. Valves, pressure gages, pressure hose, supply lines and small tools as may be necessary to provide a continuous supply of grout and accurate pressure control. The capacity of the above listed plant shall be not less than 60 cubic feet of grout per hour when operated at a maximum discharge pressure of 100 p. s. i. VII. Mix Proportions All materials shall be accurately measured by volume, weight, or other approved means. Sand or bulk filler shall be added to the mixture, when, in the opinion of the Engineer, the grout take is such as to warrant its use. The grout mix proportions shall be adjusted for each point of injection, and from batch to batch during injection, if necessary, to obtain optimum grout take and penetration at minimum pressure, consistent with requirements of Section II B. • /0.45 6' NGVD. ACCURATE LAND SURVEYORS, INC. et, Miami Shores, Florida @ NE 96th St. 66' north of st from center of P.I., .84',NGVD. 8' 11.6.V.D. 0093 -6 Janet Adams - Lilly, his wife Services Company itle Insurance Fund, Inc. lly and Janet -Adams Lilly, his wife tional Bank, its successors and /or assigns ASP //. a pp D/.I 75 ' VEY IS FOR T NTLY SURVEYED TH 0 ON THIS SKETCH GE AND BELIEF. I RULE 211-••6. F.A C DATE Dv /0,L F •F i A' -t /7r KA5//4,rl f �� FNO. yZ /POn/ ,eo D (: TN( LANO• •NOWN HEREON WERE 0.70' ('A ITLE AND MORTGAGE PURPOSES ONLY. E PROPERTY DESCRIBED IN THE FOREGOING TITLE CAPTION AND HAVE ANO THAT SAID ABOVE GROUND SURVEY ANO SKETCH ARE ACCURATE ANO FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL ADOPTED BY THE FLORIDA BOARD OF LAND SURVEYORS. SEPT. 1. 1981. PROFESSIONAL LAND SURVEYOR NO. 31369 • STATE OF FLORIDA ROBERT L. THOMPSON OAT( or suRVE• GND. 3/4., /,eon/ P /PE v 375 e.gs. WAIL /3 N.F. 9571,; 9 7 ./l) 7 /4- /5 / 4 !7 /8 z /9 20 l,V. 7=5 M /AMj) ' %nCA T /ON .5,x` 7n-/ vki erF BLC /c' CO ,e NEC' NOT A••TRACTED •OR OWN(RSHIP. RIGNTS•OF•WAV. OR CASEMENTS DRAWN •V I CNC CK CO POMPANO BEACH, FL. 33060 SCALE: /"..:9 SE AL NOT VALID UNLESS SEALED HERE WITH AM EMBOSSED LAND eURVEYOR'S SEAL. FIELD ■OOK 4 Boundary Survey of: Lot 6, Block 3 cf "EARLETON SHORES ", according to the plat thereof as recorded in Plat Book 43, Page 80 of the Public Records of Dade County,Florida. Address: #1248 NE 98th Stre BM Ref.: Brass bar in conc. centerline & 70.7' northwe Elev.= 8.74',NGVD. Lowest house floor elev.= 7 Garage elevation, 7.15', Flood Zone: AE , ELEVATION C.P.N. 1204,52 - Revised 11/04/87 Buyers: Stuart M. Lilly and Certify to: 1) Rapid Title 2) Attorneys' T 3) Stuart M. Li 4 ) Jefferson Na :ERTIFICATE THIS S I. -415 IS TO CERTIFY THAT I HAVE RCCE ET OR FOUND MONUMENTS AS INDICATE ORRCCT TO THE BEST OF MY KNOWLED TANDARDS FOR LAND SURVEYING UNDER VISIONS 1309 5.E. 1st 5T 'EET (305)782-1441 AND. NA /L ' TAB. ./a /e ; -27 76 FWD. 1" /Ron/ P'// O. /o- FND. , ✓A /L /A/ Coh /C. /V E. 987 ST (60' ,e/w) (ZZ'ASP/H N 5'U NOT BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. t Date__ + [kt/Y j2Z ___ , 14 Owner's Name and Address ____ _,L ' A.12. ,C/4 __ i________ _ ____ !L'.. -1- No Street Name and address of licensed contractor ..�'.� 1 .e(.�.eC •Y�.L�L'..e/ Location and legal description of lot to be built on: Lot 4 Block Sub 'vision__---- Street and Number where work is to be done 1_ . Registered Architect and /or Engine State work to be done and purpose of building (by floors) ___ MIAMI SHORES VILLAGE and for no other purpose. New Building l' ......-- Remodeling ddi To be constructed of_ 1,3 •••C Kind o ti __441,6 13n- It irk No. o t�51 C O uering Estimated Total cost of improvements $ 067 _Amount of Permit $ / , —......_ Zone cubage required c?-1-5,, __Plan Cubage_ gd __,,, be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit and will po o ca to be posted for inspection on the site of ths,work such public xiotice or notices as are required by the Act. The undersigned agrees to employ only such subco tractors, on work to /bel rformed under this Distance to next nearest building .,:?;' 1 4 — ' ____Sjze of Building Lot 7 X 71 1 Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may, permit, as are licensed by Miami Shores Village. Remarks (Signed).- .41. Permit No 2 ma y Date_ / __27__11,i$ Disapproved Date / ( Signed -- ng nspe or Chairman Member Member Council Approved Date r . Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared - to me well known, and who, being by me first duly sworn, upon oath deposes and says that' he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Member Member Member _ ... Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.