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530 NE 96 St (10)530 NE 96STREET 305/491 -2119 786 - 543 -3515 ANTONIO FINAL POOL i r( l Passed q 4P 15 Inspector Comments 1.7/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until i nspf ction Number: INS P -180 Inspection Date: 12/14/2005 Inspector: Grande, Claudio Owner: MEYER, MICHAEL Job Address: 530 96 Street NE Project: <NONE> Miami Shores Village, FL 33138 Contractor: J A R J CONSTRUCTION CORP Building Department Comments Tuesday, December 13, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: 54 Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number Lot: 9 PARC2004 -3 Page 2 of 2 3ZSy 1142) MIAMI. SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date &) Z /05 Type Insp'n L, CA_ C. `� t Permit No. a `"O — 4/1 s-r_ e.e4) M 1 Mcytr Address 5 - QCo ST Name Company Phone # Inspection Date Approved Correction Re-Insp'n Fee CI z3l - 560S. e 3 o5 UJ Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2005 -497 Printed: 7/11/2005 Applicant: MICHAEL MEYER Owner: MEYER MICHAEL JOB ADDRESS: 530 NE 96 ST Contractor J A R J CONSTRUCTION CORP Local Phone: Parcel # PARC2004 -3 Legal Description: Signed: (INSPECTOR) Building Permit Contractor's Address: 625 SW 82 Page 1 of 2 Fees: Description Amount FEE2005 -5465 Structural Fee $50.00 FEE2005 -9446 Building Fee $480.00 FEE2005 -9447 CCF $9.60 FEE2005 -9448 Training and Education Fee $3.20 FEE2005 -9449 Radon $1.70 FEE2005 -9450 CO /CC $50.00 FEE2005 -9451 Technology Fee $12.00 FEE2005 -9452 Scanning Fee $15.00 FEE2005 -9453 Builders Bond $300.00 FEE2005 -9454 Submittal Fee ($250.00) Total Fees: $671.50 Total Fees: $671.50 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/5/2005 Construction Value: $16,000.00 JUL 12 PAID c-Jc. #$7c 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 I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Work: NEW SWIMMING POOL Signed: (INSPECTOR) 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. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/11/2005 Applicant: MICHAEL Owner: MEYER JOB ADDRESS: 530 Parcel # PARC2004 -3 NE 96 Contractor J A R J CONSTRUCTION CORP Local Phone: Legal Description: Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -497 MEYER MICHAEL ST Contractor's Address: 625 SW 82 Page 1 of 2 Fees: FEE2005 -5465 FEE2005 -9446 FEE2005 -9447 FEE2005 -9448 FEE2005 -9449 FEE2005 -9450 FEE2005 -9451 FEE2005 -9452 FEE2005 -9453 FEE2005 -9454 Description Structural Fee Building Fee CCF Training and Education Fee Radon CO /CC Technology Fee Scanning Fee Builders Bond Submittal Fee Total Fees: Amount $50.00 $480.00 $9.60 $3.20 $1.70 $50.00 $12.00 $15.00 $300.00 ($250.00) $671.50 Total Fees: $671.50 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/5/2005 Construction Value: $16,000.00 12PM's® c�c 4* 2-095 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 I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Work: NEW SWIMMING POOL Signed: (INSPECTOR) 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 I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 220 -3171 FAX (305): 264 -0229 DRAW BY: VIVIAN 'nut 'uruiJ 31nr. LAND SURVEYORS SURVEY No 04— 1575 SHEET No._ ` 2 B/C -. F.I.P 1/2" NO CAP LOT -10 BLOCK -54 F.I.P 1/2" 0.40'CL DARY SURVEY scALE =1" : 20' 12.40' LOT -9 BLOCK -54 24.00 • U/P F.I.P 1/2" NO CAP T C ON PL _ ON PL 0 (V 0.10'CL 5' CBW 0.10'CL SURVEYOR'S NOTE: There may be Easements recorded in the Public Records not shown on this Survey LOT-8 BLOCK -54 5582 N.W. 7th STREET SUITE 202 MIAMI, FL'::2I0A 33126 TELEPHONE: (305) 220 -3171 FAX (305): 264 -0229 DRAW By' .4€1 Survey of Lot: 9 Block: 54 Subdivision: MIAMI SHORES ECTION NO 2 According to the Plat thereof as recorded in the Plat Book No. 10 at Page No. 37 of the public records of MIAMI -DADE County, Florida. Property Address: 530 NE 96 ST, MIAMI SHORES, FL 33138 For: MICHAEL MEYERS 5u'3 z I � 4 60' A. ARC A/C. MR CONDITIONER PAD. A.E.• ANCHOR EASEMENT. A/R. ALUMINIUM ROOF. A/ S• ALUMINIUM 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. LF.E.• C.B.S. CONCRETE BLOCK STRUCTURELM.E.- CBW CONCRETE BLOCK WALL , CH. CHORD. 11.— CH.B.. CHORD BEARING. CL. CLEAR C.LF.- CHAIN UNK FENCE. C.M.E. CANAL MAINTENANCE EASEMENTS. CONC.- CONCRETE. C.P. - CONC. PORCH. C.S.- CONCRETE SLAB. D.E.. DRAINAGE EASEMENT . D.M.E.- DRAINAGE MAINTENANCE EASEMENTS DRIVE= DRIVEWAY • - DEGREES. E. EAST. PL- E.T.P.- ELECTRIC TRANSFORMER PAD pit ELEV.- ELEVATION. P.C.C.• ENCR.- ENCROACHMENT. P.C.. PT.• POC.- POB.- F.H. - FIRE HYDRANT. F.I.P.. FOUND IRON PIPE. F.I.R.- FOUND IRON ROO. A B I I R E V I A T LOCATION SKETCH Scale 1"= NT.S. F.F.E.. F.N.D.• FR. FT. FNIP.. H.- IN.&EG.- LP. M/H• MA N.A.P. - NGVD- N.. N.T.S. - &NO.- 0 /5• 0.H.. OVH- PVMT.- uum Pururu .Jrtr. LAND SURVEYORS .96 9 5 -r H ! S T I O N A N D M E A N I N G FINISHED FLOOR ELEVATION. P.R.C. FOUND NAIL & DISK . FRAME. P.B. FEET. PG. FEDERAL NATIONAL p INSURANCE PRM FOUND NAIL HIGH (HEIGHT) P.LS. INGRESS AND EGRESS EASEMENT. R LIGHT POLE. RR LOWEST FLOOR ELEVATION. LAKE MAINTENANCE EASEMENT MINUTES. MEASURED DISTANCE. MANHOLE. MONUMENT UNE. NOT A PART OF. NATIONAL GEODETIC VERTICAL DATUM. NORTH. NOT TO SCALE. NUMBER. OFFSET. OVERHEAD OVERHEAD UTILITY UNES OVERHANG PAVEMENT. PLANTER. PROPERTY UNE. POINT OF COMPOUND CURVE POINT OF CURVE. POINT OF TANGENCY. POINT OF COMMENCEMENT. POINT OF BEGINNING. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON T SURVEY • RES.• RESIDENCE. R/W. RIGHT —OF —WAY. RAD.- RADIUS OF RADIAL R.P.- RADIUS PONT. RGE.- RANGE. SEC.■ SECTION. STY.. STORY. SOUK.- SIDEWALK. S.I.P.. SET IRON PIPE LB. #6044. S• SOUTH. SECONDS T- TANGENT. TRIP- TOWNSHIP. U1IL- UTIUTY. U.P.. UTILITY POLE. W.M.. WATER METER. W.F.• W000 FENCE. W.S.- WOOD SHED. WA- WOOD ROOF. a- CENTRAL ANGLE. - ENTER UNE. ANGLE. EXAMINATIONS OF THE ABSTRACT OF TITLE NU. HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. 1195 SURVEY IS SUBJECT TO DEDICATIONS. S, UMITATION RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY WENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/ OR A GRAPHIC REPRESENTATION OF 11E SURVEY WORK PERFORMED IN 1HE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE. EASEMENTS AS SHOWN Al E 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 111TH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTIONS. UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS FENCE OWNERSHIP NOT DETERMINED. THIS PLAN CF 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 HERON DESCRIBED LAND TO BE • POINT OF REVERSE CURVE - PLAT BOOK. PAGE. WY PARKWAY. ▪ PERMANENT REFERENCE MONUMENT. - PROFESSIONAL LAND SURVEYOR. - RECORDED DISTANCE. - RAIL ROAD Situated in Zone: X Community /Panel /Suffix: Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: MICHAEL MEYERS RAPID TITLE SERVICES COMMONWEALTH CORPORATION BANK OF AMERICA ITS SUCCESSORS AND /OR ASSIGNS SURVEY Li 0001575 SHEET No. / OF Date: 02/10/2004 )7 &;re• et 5;:c 'L, 4 > 91 1 5U 151.5 A\ 50 1 I r S / i.; 5 I o L E G E N D T Y P I C A L -N-iE CLF= CHAIN LINK FENCE ZZZ2 C.B.S. WALL (•DBW) -0-0- IF =IRON FENCE - OVERHEAD UTILITY LINES WF =WOOD FENCE "0 = EXISTING ELEVATIONS. PROPOSED ELEVATIONS. URVEYORS'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 ®yam 2). IF SHOWN , ELEVATIONS ARE REFERRED TO P,4 O CCIVAt BM/ //463• ELEV. 8 , // FEET. 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, COMPUES WITH THE MINIMUM TECHINICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESIONAL LAND SURVEYORS IN CHAPTER 61017 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. IBARRA (DATES OF FIELD WORK) // D PROFESSIONAL LAND SURVEYOR N0. STATE OF FLORIDA (VAUD COPIES OF THIS SURVEY WALL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON 120652 - 0093 -J .. „ 5 jjeE N/? I :" v /1 IO 9 d 7 h 5 4 j l ti P 4 : ESN nt /3 v 5 0 /4 /5 /E /7 18 I) ,'O 1:1 s ?3 50 5582 N.W. 7th STREET SUITE 202 MIAMI, FL'::2I0A 33126 TELEPHONE: (305) 220 -3171 FAX (305): 264 -0229 DRAW By' .4€1 Survey of Lot: 9 Block: 54 Subdivision: MIAMI SHORES ECTION NO 2 According to the Plat thereof as recorded in the Plat Book No. 10 at Page No. 37 of the public records of MIAMI -DADE County, Florida. Property Address: 530 NE 96 ST, MIAMI SHORES, FL 33138 For: MICHAEL MEYERS 5u'3 z I � 4 60' A. ARC A/C. MR CONDITIONER PAD. A.E.• ANCHOR EASEMENT. A/R. ALUMINIUM ROOF. A/ S• ALUMINIUM 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. LF.E.• C.B.S. CONCRETE BLOCK STRUCTURELM.E.- CBW CONCRETE BLOCK WALL , CH. CHORD. 11.— CH.B.. CHORD BEARING. CL. CLEAR C.LF.- CHAIN UNK FENCE. C.M.E. CANAL MAINTENANCE EASEMENTS. CONC.- CONCRETE. C.P. - CONC. PORCH. C.S.- CONCRETE SLAB. D.E.. DRAINAGE EASEMENT . D.M.E.- DRAINAGE MAINTENANCE EASEMENTS DRIVE= DRIVEWAY • - DEGREES. E. EAST. PL- E.T.P.- ELECTRIC TRANSFORMER PAD pit ELEV.- ELEVATION. P.C.C.• ENCR.- ENCROACHMENT. P.C.. PT.• POC.- POB.- F.H. - FIRE HYDRANT. F.I.P.. FOUND IRON PIPE. F.I.R.- FOUND IRON ROO. A B I I R E V I A T LOCATION SKETCH Scale 1"= NT.S. F.F.E.. F.N.D.• FR. FT. FNIP.. H.- IN.&EG.- LP. M/H• MA N.A.P. - NGVD- N.. N.T.S. - &NO.- 0 /5• 0.H.. OVH- PVMT.- uum Pururu .Jrtr. LAND SURVEYORS .96 9 5 -r H ! S T I O N A N D M E A N I N G FINISHED FLOOR ELEVATION. P.R.C. FOUND NAIL & DISK . FRAME. P.B. FEET. PG. FEDERAL NATIONAL p INSURANCE PRM FOUND NAIL HIGH (HEIGHT) P.LS. INGRESS AND EGRESS EASEMENT. R LIGHT POLE. RR LOWEST FLOOR ELEVATION. LAKE MAINTENANCE EASEMENT MINUTES. MEASURED DISTANCE. MANHOLE. MONUMENT UNE. NOT A PART OF. NATIONAL GEODETIC VERTICAL DATUM. NORTH. NOT TO SCALE. NUMBER. OFFSET. OVERHEAD OVERHEAD UTILITY UNES OVERHANG PAVEMENT. PLANTER. PROPERTY UNE. POINT OF COMPOUND CURVE POINT OF CURVE. POINT OF TANGENCY. POINT OF COMMENCEMENT. POINT OF BEGINNING. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON T SURVEY • RES.• RESIDENCE. R/W. RIGHT —OF —WAY. RAD.- RADIUS OF RADIAL R.P.- RADIUS PONT. RGE.- RANGE. SEC.■ SECTION. STY.. STORY. SOUK.- SIDEWALK. S.I.P.. SET IRON PIPE LB. #6044. S• SOUTH. SECONDS T- TANGENT. TRIP- TOWNSHIP. U1IL- UTIUTY. U.P.. UTILITY POLE. W.M.. WATER METER. W.F.• W000 FENCE. W.S.- WOOD SHED. WA- WOOD ROOF. a- CENTRAL ANGLE. - ENTER UNE. ANGLE. EXAMINATIONS OF THE ABSTRACT OF TITLE NU. HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. 1195 SURVEY IS SUBJECT TO DEDICATIONS. S, UMITATION RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY WENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/ OR A GRAPHIC REPRESENTATION OF 11E SURVEY WORK PERFORMED IN 1HE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE. EASEMENTS AS SHOWN Al E 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 111TH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTIONS. UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS FENCE OWNERSHIP NOT DETERMINED. THIS PLAN CF 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 HERON DESCRIBED LAND TO BE • POINT OF REVERSE CURVE - PLAT BOOK. PAGE. WY PARKWAY. ▪ PERMANENT REFERENCE MONUMENT. - PROFESSIONAL LAND SURVEYOR. - RECORDED DISTANCE. - RAIL ROAD Situated in Zone: X Community /Panel /Suffix: Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: MICHAEL MEYERS RAPID TITLE SERVICES COMMONWEALTH CORPORATION BANK OF AMERICA ITS SUCCESSORS AND /OR ASSIGNS SURVEY Li 0001575 SHEET No. / OF Date: 02/10/2004 )7 &;re• et 5;:c 'L, 4 > 91 1 5U 151.5 A\ 50 1 I r S / i.; 5 I o L E G E N D T Y P I C A L -N-iE CLF= CHAIN LINK FENCE ZZZ2 C.B.S. WALL (•DBW) -0-0- IF =IRON FENCE - OVERHEAD UTILITY LINES WF =WOOD FENCE "0 = EXISTING ELEVATIONS. PROPOSED ELEVATIONS. URVEYORS'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 ®yam 2). IF SHOWN , ELEVATIONS ARE REFERRED TO P,4 O CCIVAt BM/ //463• ELEV. 8 , // FEET. 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, COMPUES WITH THE MINIMUM TECHINICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESIONAL LAND SURVEYORS IN CHAPTER 61017 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. IBARRA (DATES OF FIELD WORK) // D PROFESSIONAL LAND SURVEYOR N0. STATE OF FLORIDA (VAUD COPIES OF THIS SURVEY WALL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON 120652 - 0093 -J BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) State Certificate or Registration No. G(;/(:— Q0Z370 $ Value of Work For this Permit Total Fee Now Due 5 (Continued on opposite side) z3D /0E- /02 s/ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1k Owner's Ass City Addr � 6hP214 State 4" Zip '33/3e Tenant/Lessee Name Phone # Job Address (where the work is being done) 530 o'l)6 it? d City Miami Shores Villa • e County Miami -Dade Is Building Historically Designated YES NO .X a- ..+r..w�.w..w..A. Type of ;��,�Addition :clo�^ ;❑AIt>r r at n WNew Describe ") t OtAilkr),112-, ro#P. .'ti.ASoC i :9t.'•: loe Certificate of Competency No. Square Footage Of Work: Zip 33138 t LSD. c� Gib- 0 .r Permit No. 6P0 Master Permit Permit No. Electrical Plumbing Mechanical Roofing Phone # ; ©S - Contractor's Company Name .T ,(� - P . ;% etlyl ie....34 p'' Phone # 74 - 1-4 �(� I�j Contractor's Address t o p . /Ja ,4'' , s ?_, 1 5p 3 �/ City & «M (`�Li.,r`.-Z, S State / Zip 3/0 7' Qualifier ,J i—,.1 A oe—to e)11 � l,,e Architect/Engineer's Name (if applicable) Pi e d! .11(,� Phone # 3_05 - 752 /D - Repair/Replace ❑ Demolition -4 * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ 0'00 Permit Fee $ ! - CCF $ � a). OD 0/ CO /CC Notary $ 5- Training/Education Fee $ 3 ' ZO Technology Fee $ / 2 Scanning $ 15-Ce Radon $ Zoning Bond 5 Code Enforcement $ Structural Plan Review. $ 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. 1 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 acknowledged before me this day of 0 who is perso NOTARY Sign: Print: My Com ission Expires. * * * * * * ** * ** * ** *** * *** APPLICATION APPROVED BY: Chc 05/13/03 OS P{1Y P!/. • o• ! As identification and who did take an oath. Signa Contrac /�j The foregoing instrument was acknowledged before me this 20 by alA K a �i✓ , day of . , 20 ( by f ;a • • £ii r ' known to me or who has produced / who is ersonall known to me or who has produced p ced .oei '''� ) IOTARY PUBLIC: son 241 'rev: Ju fi, Sign: ondcil i hH� My Com Print: *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * ** HIDALGO Stat • i� 7 as ident and who did take an oath. Ission # DD342311 By National Noia,yAssn. ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * *o. 'Tyr vc11.** r * *,nn xw*,.,r*,r *!Rt * * * ** Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 2001 City Owner's Address Submittal Fee $ Permit Fee $ Notary $ Training /Education Fee $ Scanning $ Radon $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) State Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 76 g Permit No. BP p S ?9 Master Permit No. Perms . Type (circle): Building lectrical Plumbing Mechanic Roofing Owner's Nai (Fee Simple Titleholder) /<t/n46L y6, Phone # D 7 9 - Fe 9).- s L Zip Tenant/Lessee Name Pho Job Address (where the work is being one) .' - I /4(4/ .5dodee'5 A"' 33 /3 eS' City Miami Shores Villa •e County Miami - lade Zip 3 '; / 3 y Is Building Historically Designated YES NO �p� Contractor's Company Name -J a/4 i / T � ka / 6 � # � a S'� of-0 Contractor's Address /5). 5 a,/ /0 " 7 City j � 44/ Stat- ,- • /2/04 Zip 3 9,6 Qualifier Z5./,4 L __4 e&eie/0 State Certificate or Registration No. Ci c- 3 0 1 rti ate of Competency No. Architect /Engineer's Name (if applica. ) /2 /0 /AR0 6, ' Phone # jo3 31 /0430 /- 56 -/2.. * * * * * * * * * * * * *r,r* * * * * * * * * * * * F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF$ Technology Fee $ $ Value of Work For this Perm /5,70 0 0 Square Foo ge Of Work: 3.0 ❑Ad .' ion ❑Alteration ❑New ❑ Re ir/Replace Demolition J p ❑ Describe Work: e 51 C/ e If ��f fl i1J /f/� lli �f �.V c. `2 &t' C� . Type of Work: CO/ 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. 1 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. 1 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. Signature Contractor 6 4.14 ..) The foregoing instrument was ackno ledged before me this a The foregoin instrument was acknowledged before me th 2 by 'rk ! e r , day of / - , 20 l/ by r who has produced N Sig Print: APPLICATION APPROVED BY: My ommission Expires: chc 05/13/03 Owner or Agent 5'7.5 r who has produced who As ide 'fication and who did take an oath. -0 19 NOTARY P BLIC: Sign: Print: Z sonally known to me My Commission Expi as identification anctiNdrw{yecuh. es: /7 — Oh, • , ' • A Air Commhaion /)0146031 • November 112006 ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Date /i(oS Miami Shores Village Building and Zoning Department Attention: Building Official SWIMMING POOL OWNER'S CERTIFICATION I certify that I am the legal owner of the property described as sek ' ,located at 53,0 Air 7 6 $f /1i Sllftf Ft 33 /3)? In accordance with Section 33 -12(0, Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until a separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting an approved barrier prior to final inspection and use of the pool. Legal 0 Note: This certification is to be submitted with a swimming pool permit application in duplicate. • A • o _D2/rs / >.�a. • CONTRACTOR'S NAME (PLEASE PRINT) . - d � y ,..,,, DAAAARYSHIQAL Y IP : Wilt! j Notary Pub�C y Stato of GO Florkla 2009 ' OT • Y PUB Comma # DD342311 Bonded By National NolayAtssn. S BUILOING DEPARTMENT 10050 H.E. SECOND AVENUE MIAMI SHORES. FLORIOA 33135.2382 TELEPHONE (305) 795 -2204 FAX (3051 750.8072 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFTY ACT I (We) acknowledge that a, ne swimming pool, spa or hot tub will be constructed or .nstalled at S3f ,V 9b S Miami Shores,_ Fl., and hereby affirm that one of he following methods will be used to meet the requirements of Chapter 515, Florida Statutes. ;please initial the method(s) to be used) The pool will be isolated from access from the home by an enclosure that meets the pool barrier requirments of Florida Statute 515.29; The pool will be equipped with an approved safty cover that complies with ASTM F1346 -91; All doors and windows providing direct access from the home to the pool will be equiped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self - closing, self - latching devices with release mechanisms placed no lower than 54" above the floor or deck; I understand that not having one of the above installed at the time of final inspection, or when pool is completed for contract purposes, will constitute a violation of Chapter 515, F.S. and will be considered as committing a misdemeanor of the second degree, punishable by fines up to $500 and /or up to 60 days in jail as establi shed in Chapter 775, F.S. e; r'e'd: 'S SIGNATURE & DATE 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 220 -3171 FAX (305): 264 -0229 DRAW BY: VIVIAN X.uutt purut j orz LAND SURVEYORS SURVEY No 04- 1575 SHEET No._ 2 • B/C F.I.P 1/2" NO CAP LOT -10 BLOCK -54 BOUNDARY SURVEY SCALE = 1" : 20' F.1.P 1/2" 1.5.0.00'... :NO .CAP 0.25'CL 0.40'CL 12.40' 12' MEDIAN LOT -9 BLOCK -54 24.00 A � \ F.I.P 1/2' 0j NO CAP +. 0 0.10'CL Y • U/P 0 0 r 1 LOT -8 } BLOCK -54 4 ON PL i r ON PL 0 '' 0 N 5' CBW 0.10'CL SURVEYOR'S NOTE: There may be Easements recorded in the Public Records not shown on this Survey f,50 H /? 1/ /U b I h 5 4 j 5d .5.18E‘ ti: l nI g P .4 4\1 /3 /4 /.5 /L /7 /8 1) ,'O ,'/ J.'? ?3 v 50' 50 5582 N.W. 7th STREET SUITE 202 MIAMI, FLI:RIOA 33126 TELEPHONE: (305) 220 -3171 FAX (305): 264 -0229 DRAW 8" /y mmw E 505 9 5 r SO ., I � A= ARC F.F.E.= FINISHED FLOOR ELEVATION. A /C= MR CONDITIONER PAD. F.N.D.- FOUND NAIL & DISK . A.E.= ANCHOR EASEMENT. FR= FRAME. A/R= ALUMINIUM ROOF. FT= FEET. A/ S• ALUMINIUM SHED. FNIP:= FEDERAL NATIONAL ASPH.= ASPHALT. INSURANCE B.C.= BLOCK CORNER. F:N.= FOUND NAIL BLDG.- BUILDING. H.= HIGH (HEIGHT) B.M.= BENCH MARK IN.&EG.= INGRESS AND EGRESS 8.0.6.. BASIS OF BEARINGS. EASEMENT. C= CALCULATED LP. UCHT POLE. C.B. CATCH BASIN. LF.E.= LOWEST FLOOR ELEVATION. C.B.S. CONCRETE BLOCK STRUCTURELM.E.= LAKE MAINTENANCE EASEMENT CsW CONCRETE BLOCK WALL ' '= MINUTES. CH= CHORD. CH.B.. CHORD BEARING. 0L= CLEAR C.LF.- CHAIN UNK FENCE. C.M.E= CANAL MAINTENANCE EASEMENTS CONC.- CONCRETE C.P.= CONC. PORCH. C.S.= CONCRETE SLAB. D.E.= DRAINAGE EASEMENT . DRAINAGE MAINTENANCE EASEMENTS • DRIVE= DRIVEWAY DEGREES. E= EAST. PL. PLANTER. ET.P.= ELECTRIC TRANSFORMER PAD p/I-. PROPERTY UNE. ELEV.= ELEVATION. P.C.C.• POINT OF COMPOUND CURVE ENCR.= ENCROACHMENT. P.C.= POINT OF CURVE. F.H.. FIRE HYDRANT. PT.= POINT OF TANGENCY. F.I.P.= FOUND IRON PIPE. pOC,= POINT OF COMMENCEMENT. F.I.R.. FOUND IRON ROD. P06.= POINT OF BEGINNING. LEGAL NOTES TO ACCOMPANY 'SKETCH OF SURVEY (SURVEY): THERE MAY BE EASEMENTS RECORDED IN THE PUBUC RECORDS NOT SHOWN ON THIS SURVEY EXAMINATIONS OF THE ABSTRACT OF 1111E WALL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUB,ECT TO DEDICATIONS UMITA110NS. RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY„CLIENT OR ATTESTING 1171.E 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 RESTRIC110NS AND SETBACKS AND THEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS WTH NE CCRRECTINFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS.NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS FENCE OWNERSHIP NOT DETERMINED.' THIS PLAN CF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMF HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE FNIP FL000 MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE Mutt gurus ors LAND SURVEYORS Survey of Lot: 9 Block: 54 Subdivision: MIAMI SHORES SECTION NO 2 According to the Plat thereof as recorded in the Plat Book No. 10 at Page No. 37 of the public records of MIAMI -DADE County, Florida. Property Address: 530 NE 96 ST, MIAMI SHORES, FL 33138 For: MICHAEL MEYERS LOCATION SKETCH S T A B B R E V I A T I O N A N D M E A N I N G M.- MEASURED DISTANCE M/H= MANHOLE. M/.- MONUMENT UNE. N.A.P.= NOT A PART OF. NGVD= NATIONAL GEODETIC VERTICAL DATUM. N.- NORTH. N.T.S.= NOT TO SCALE. &NO.= NUMBER. 0/5= OFFSET. O.H.= OVERHEAD O.H.L= OVERHEAD U11UTY UNES OW= OVERHANG PVIAT.= PAVEMENT. Situated in Zone: X Community /Panel /Suffix: Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: MICHAEL MEYERS RAPID TITLE SERVICES COMMONWEALTH CORPORATION BANK OF AMERICA ITS SUCCESSORS AND /OR ASSIGNS Scale 1 "= NT.S. ST P.R.C.= POINT OF REVERSE CURVE P.B.= PLAT BOOK. PG.= PAGE. PWY= PARKWAY. PRM= PERMANENT REFERENCE MONUMENT. P.LS.= PROFESSIONAL LAND SURVEYOR. R.= RECORDED DISTANCE. RR.. RAIL ROAD. RES.= RESIDENCE R/W= RIGHT -OF -WAY. RAD.= RADIUS OF RADIAL R.P.• RADIUS POINT. RGE.- RANGE. SEC.= SECTION. STY.= STORY. SIWC.= SIDEWALK. SI.P.= SET IRON PIPE LB. #6044. S.= SOUTH. SECONDS T= TANGENT. T•P =TOWNSHIP. UTIL. U11UTY. U.P.= UTILTY POLE W.M.- WATER METER. W.F.= WOOD FENCE W.S.= W000 SHED. W/R= W000 ROOF. G = CENTRAL ANGLE. = CENTER UNE. = ANGLE. 7 7'/a4 -•` ' enre• of SEc '1-.5•t- 4z A - 1 91 ( 15U 51.5 j 301 1 11 1 1 A I . 1 :H ° L E G E N D T Y P I C A L -If -H- ZlQ -0 H- 1Hf • 0.00 = EXISTING ELEVATIONS. = PROPOSED ELEVATIONS. $URVEYORS'S NOTES: 1). W SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION CF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2). IF SHOWN , ELEVATIONS ARE REFERRED TO WE C,e✓/#r)' BMA /VG6 ELEV. // • FEET. 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. COMPUES WITH THE MINIMUM TECHINICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: IBARRA (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR NO. !Z5 STATE OF FLORIDA (VAUD COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: CLF= CHAIN LINK FENCE C B S WALL (CBW) IF =IRON FENCE OVERHEAD UTILITY LINES WF =WOOD FENCE 120652- 0093 -J SURVEYoie001575 SHEET No. i OF 2 Date: 02/10/2004 REVISED ON• F.R. NO ID. BLOCK CORNER N F.I.P. 01/2" NO ID. 150.00' F.I.P. 01/2" NO ID. Y I y (NI v - r —x —x-1 '10.04' 1: 10.11' 0.10' —x-. C5) 7 9- 0.20' NE. 96th STREET (EASTBOUND) 22' PAVEMENT 15.5' SEPTIC TANK 50.00' 0) N iv 14.4' GARAGE F.E. =8.97' 2.6' 11.5' - : T . s E- • 00 E.L. — 50.00' 8.4' PAVEMENT 15' ALLEY —J U. P. F.R. NO ID. F.I.P. 01/2" NO ID. PROPERTY ADDRESS: 530 NE. 96th STREET, MIAMI SHORES, FLORIDA LEGAL DESCRIPTION LOT 9 OF MIAMI SHORES SECTION No.2 ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. IE0��011� 2,1z CERTIFIED TO: - MICHAEL MEYER -RAPID TITLE SERVICES - ATTORNEYS' TITLE INSURANCE FUND, INC. -BANK OF AMERICA, N.A, its successors and /or assigns NOTES: - LANDS SHOWN HEREON WERE NOT ABSTRACTED, THEREFORE THIS SURVEY IS SUBJECT TO EASEMENTS, RIGHT OF WAYS, AND OTHERS MATTERS WHICH MIGHT BE REFLECTED IN A SEARCH OF 111LE TO THE SUBJECT LANDS. - NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND FOOTINGS OF ANY STRUCTURE. -THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITY (ENTITIES) NAMED HEREON IN THE CERTIFICATION AND DOES NOT EXTEND TO A ANY UNNAMED PARTY. - THIS DRAWING 15 THE PROPERTY OF A. FIORE AND ASSOCIATES. INC. AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF A. FIORE AND ASSOCIATES, INC. - ELEVATIONS ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM (1929) MIAMI -DADE COUNTY BENCHMARK No.N- 603 -R; LOCATOR No.3250SW; ELEVATION •8.11' I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY OF THE PROPERTY DESCRIBED HEREON IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION. THIS SURVEY COMPUES WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 427.027 FLORIDA STATUTES. Ta LAND SUR"/EYORS LAND 921 S.W. 122nd Avenue, Miami, Florida PH. (305) 221-3040 , IN BLOCK 54 10 , AT PAGE 37 •1 4 = Sg Dti CL �- ''�s''oRli ANO 3EG ARM MN /d /9 10 1 1 /48./ o /1 /9 10 So CS /6 /7 6 7 16 9 rd 5 E . 4 Q =41 N r• - c ST. 22 15 24 4 i3 /4 /5"/4 /7 o Z/ 2 4 12 • 8 13 7 /4 24 LOCATION SKETCH N.T.S. FLOOD ELEVATION INFORMATION: DATE OF FIRM: 07 -17 -95 COMMUNITY No: 120652 PANEL 0093 SUFFIX: J ZONE: x BASE FLOOD ELEVATION: /lJ /jQ FIORE AND ASSOCIATES, INC. PLANNERS 33184 -2406 /0 SCALE: 1 "= 20' I DRAWN BY: F.A.L. /A. T. I REFERENCE: 09 - 04 I FIELD BOOK: 05 - 0555 N (0 st CO J ANTONIO FIORE. PRESIDENT PROFESSIONAL SURVEYOR AND MAPPER No. 5184 STATE OF FLORIDA N w oc m VALID COPIES OF THIS SURVEY WALL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR DATE: 05— 03— 05 PROCESS # FOLIO # C.O.R. 8.23' FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. For Insurance Company Use: Policy Number Company NAIC Number SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME - MICHAEL MEYER BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 530 NE. 96th STREET CITY STATE MIAMI SHORES FLORIDA PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description. etc.) LOT 9 , BLOCK 54, PLAT BOOK 10 , PAGE 37 , MIAMI -DADE COUNTY, FLORIDA. BUILDING USE (e.g.. Residential, Non - residential, Addtion, Accessory. etc. Use a Comments area, if necessary.) RESIDENTIAL LA}yyT}yITUy�yyD/E/LO (OPTIONAL) HORIZONTAL DATUM: ( fFM - MM' - /44.#4" or .H *+#1 ° ) IJ NAD 1927 1_I NAD 1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME �AIARAI CLJC - 19f1RF7 MIAMI- 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. L—I FIS Profile LXJ FIRM 1_1 Community Determined I_I Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: IXI NGVD 1929 L NAVD 1988 L_� Other (Describe): B12. Is the building located in a Coastal Barrier Resources_ System (CBRS) area or Otherwise Protected Area (OPA)? LJ Yes 'XI No Designation Date: FEMA Form 81 -31, January 2003 SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: LJConstruction Drawings' I Under Construction' I X (Finished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A,.AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3.a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Conversion /Comments Elevation reference mark used SEE BACK Does the elevation reference mark used appear on the FIRM? L Yes ❑ a) Top of bottom floor (including basement or enclosure) 9.6 ft.(m) ❑ b) Top of next higher floor 18.8 ft.(m) ❑ c) Bottom of lowest horizontal structural member of zones only) N/A ft.(m) ❑ d) Attached garage (top of slab) 8.9 ft.(m) ❑ e) Lowest elevation of machinery and /or equipment servicing the building (Describe in a Comments area.) A/C 8.7 ft.(m) ❑ f) Lowest adjacent (finished) grade (LAG) 8..9 ft.(m) ❑ g) Highest adjacent (finished) grade (HAG) 9.0 ft.(m) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A ❑ i) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. cm) This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. LICENSE NUMBER CERTIFIER'S NAME ANTONIO FIORE TITLE PROFESSIONAL SURVEYOR AND MAPPER ADDRESS 921 S.W. 122nd AVENU SIGNATURE SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION SOURCE: LJ GPS (Type): IJ USGS Quad Map IJ Other COMPANY NAME CITY MIAMI DATE 05 -03 -05 O.M.B. No. 3067 -0077 Expires December 31, 2005 ZIP CODE 05 -03 -05 B3. STATE FLORIDA L2JNo DATE: 05 - - LICENSE No.: 5184 5184 A. FIORE AND ASSOCIATESi INC. STATE ZIP CODE FLORIDA 33184 TELEPHONE 305 - 221 -3040 See reverse side for continuation. Replaces all previous editions B4. MAP AND PANEL NUMBER 12025C0093J B5. SUFFIX J B6. FIRM INDEX DATE 07 -17 -95 B7. FIRM PANEL EFFECTIVE/REVISED DATE 03 -02 -94 B8. FLOOD ZONE(S) X B9. BASE FLOOD ELEVATION(S) (Zone A0, use depth of flooding) N/A PROCESS # FOLIO # C.O.R. 8.23' FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. For Insurance Company Use: Policy Number Company NAIC Number SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME - MICHAEL MEYER BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 530 NE. 96th STREET CITY STATE MIAMI SHORES FLORIDA PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description. etc.) LOT 9 , BLOCK 54, PLAT BOOK 10 , PAGE 37 , MIAMI -DADE COUNTY, FLORIDA. BUILDING USE (e.g.. Residential, Non - residential, Addtion, Accessory. etc. Use a Comments area, if necessary.) RESIDENTIAL LA}yyT}yITUy�yyD/E/LO (OPTIONAL) HORIZONTAL DATUM: ( fFM - MM' - /44.#4" or .H *+#1 ° ) IJ NAD 1927 1_I NAD 1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME �AIARAI CLJC - 19f1RF7 MIAMI- 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. L—I FIS Profile LXJ FIRM 1_1 Community Determined I_I Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: IXI NGVD 1929 L NAVD 1988 L_� Other (Describe): B12. Is the building located in a Coastal Barrier Resources_ System (CBRS) area or Otherwise Protected Area (OPA)? LJ Yes 'XI No Designation Date: FEMA Form 81 -31, January 2003 SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: LJConstruction Drawings' I Under Construction' I X (Finished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A,.AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3.a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Conversion /Comments Elevation reference mark used SEE BACK Does the elevation reference mark used appear on the FIRM? L Yes ❑ a) Top of bottom floor (including basement or enclosure) 9.6 ft.(m) ❑ b) Top of next higher floor 18.8 ft.(m) ❑ c) Bottom of lowest horizontal structural member of zones only) N/A ft.(m) ❑ d) Attached garage (top of slab) 8.9 ft.(m) ❑ e) Lowest elevation of machinery and /or equipment servicing the building (Describe in a Comments area.) A/C 8.7 ft.(m) ❑ f) Lowest adjacent (finished) grade (LAG) 8..9 ft.(m) ❑ g) Highest adjacent (finished) grade (HAG) 9.0 ft.(m) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A ❑ i) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. cm) This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. LICENSE NUMBER CERTIFIER'S NAME ANTONIO FIORE TITLE PROFESSIONAL SURVEYOR AND MAPPER ADDRESS 921 S.W. 122nd AVENU SIGNATURE SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION SOURCE: LJ GPS (Type): IJ USGS Quad Map IJ Other COMPANY NAME CITY MIAMI DATE 05 -03 -05 O.M.B. No. 3067 -0077 Expires December 31, 2005 ZIP CODE 05 -03 -05 B3. STATE FLORIDA L2JNo DATE: 05 - - LICENSE No.: 5184 5184 A. FIORE AND ASSOCIATESi INC. STATE ZIP CODE FLORIDA 33184 TELEPHONE 305 - 221 -3040 See reverse side for continuation. Replaces all previous editions MIAMI SHC)RFS Fl f)RIfA For Insurance,Company Use: Polity Number Company NAIC Number IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 530 NE. 96th STREET CITY STATE ZIP CODE ADDRESS SIGNATURE COMMENTS LOCAL OFFICIALS NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 -31, January 2003 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS MIAMI -DADE COUNTY BENCHMARK No.N -603 -R LOCATOR No.3250SW; ELEVATION =8.11 SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El. through E5. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is LLI ft. (m) LLI in. (cm) L above or L below (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is LLj ft. (m) LUin. (cm) above the highest adjacent grade. Complete Items C3.h and C3.1 on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is LLB ft. (m) LL1 in. (cm) LI above or L below (check one) the highest adjacent grade. (Use natural grade, if available.) E5. For Zone AO only: If no flood depth number is available, is the top of the boftom floor elevated in accordance with the community's floodplain management ordinance? I ( Yes I I No I I Unknown. The•Iocal official must certify this information in Section G. SECTIOFOF - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), 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, C, and E am correct to • the best of my knowledge. PROPERTY OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVES NAME CITY DATE TELEPHONE SECTION G - COMMUNITY INFORMATION (OPTIONAL) G7. This permit has been issued for L New Construction 1_I Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: TITLE TELEPHONE DATE STATE ZIP CODE 05 - 03 - 05 I I Check here if attachments 11_1 Check here if attachments The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, 9, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. L( The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. L. A community official completed Section E for a building located in Zone A (without a FEMA- issued or community - issued BFE) or Zone AO. G3. L1 The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED . ft. (m) Datum: . ft. (m) Datum: Li Check here if attachments Replaces all previous editions / k//14 eW/ - ( address ) go Signature BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138-2382 TELEPHONE (305) 795-2204 FAX (305) 756 -8972 RECEIPT contractorl cked up 2 sets of plans for from the Building and Zoning Department on (date) to have corrections done to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. 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 Permit No. 13 P S, " . ( 17 Job Name Date Type Ins Permit No. MIAMI SHORES VILLA( BUILDING DEPARTMENT" 305- 795 -2204 Building Inspection Request t Name Address 4-3-t E Company 1) Phone # Inspection Date Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 'C1 Type lnsp'n 5 I Ct b Permit No. ' 10 , Name 14C Nr Address 3 Inspection Date Approved Correction Re- Insp'n Fee Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 3(9 305- 795 -2204 Building Inspection Request Date 0 Type Insp'n ir2CIi3- rx-' Permit No. PO4 0 Name Address S Ale" 496 JT Company O )Of'a 2/' vd? Gems - Core . Phone# 32 07(0/ - ff 70.9 . Inspection Date 1( Approved Correction ?7I Re- Insp'n Fee 11' 95' Ca paid gCg1,1 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date C Type Insp'n { V' �� Cie I IJ Permit No. pOq - )O Name ( \C - Address 5sa N E q �J Company D.5 ( 1 c - Phone # Inspection Date 0 Approved ❑ Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE 42 BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date to Type Insp'n U1' 0.0 I Fbor l� eii Permit No. 61 0-1 Name Address V NE et Co Company C Co Phone # Inspection Date In( 1 9 Approved ❑ Correction Re- Insp'n Fee ❑ t3ecrn ,Ftrrnr slob Date 1z Type Insp'n / ,1i;6,i2r z P e ) G Permit No. f 0 Name Address y /k—J Company Phone # ` ? !I Inspection Date Approved Correction Re- Insp'n Fee 4S MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request � ,. s Type Insp'n Permit No. Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ,' 9- Approved Correction Re- Insp'n Fee t Address Company Phone # Inspection Date WA1 Type Insp'n Permit No. Name MIAMI SHORES VILLAGE 4 r BUILDING DEPARTMENT/1) 305- 795 -2204 Building nspection Reque ^ F Date Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee S /yd o 7 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buildng Inspection Request Date 10 2 Type Insp'n � d omn `r a - S Permit No. 'e\r Name P 01 - 2) Q . �? NL cgo S-1- Company a-Cre-% Address Phone # Inspection Date I 02d Approved Correction ❑ Re- Insp'n Fee ❑ 31C(3 MIAMI SHORES VILLAGE BUILDING DEPARTMEN 305- 795 -2204 Building Inspection Request 0\ 6 Date�I 1 Type Insp'n R....C4 I 0 C TCY-a ✓ C (Cge1j- Permit No. P c4 - - V - Name -A Y Address 530 t Ci ( s4- Company, Phone # Inspection Date 25) tcI Approved ❑ Correction Re- Insp'n Fee - 7L / 1 19 1 441)3, MIAMI SHORES VILLAGE 0 BUILDING DEPARTMENT \ Lo 305- 795 -2204 �� Building Inspection Request Date e\4:(.9 Type Insp'n PB,n) Permit No. o i / e? O Name Address Company Phone # Inspection Date Approved Correction Re-Insp'n Fee 7G1 riti)JitS MIAMI SHORES VILLAGE Q) BUILDING DEPARTMENT, 305- 795 -2204 Building Inspesition Request Date 6/ 23 d Type Insp'n ____fGQ 17 I" 9 $ Permit No. Name Address lP, ai — 539 Alt* ?' s l Company ! Q y f Phone # Inspection Date Approved Co Re- Insp'n Fee fra el 2 R .'? s rt s't Pert-i 2 7 4 e- 4 /1/4 O -e - 3 - b h S-jce U G' ,� S a e,e. f're gfret � G L,. d c— a.I G o 1 era A, rLe, Pvu r e—Go MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n 1 Permit No. Name A /`. Address a - 96 9 Company Phone # Inspection Date a?5 Approved Correction ❑ Re- Insp'n Fee ❑ 0 00 -inn WARRANTY DEED (STATUTORY) I!jig 33nbenture, 78R Between JESSE C. McMILLAN and FLORENCE McMILLAN, his wife, of the County of Washington ROBERT DENTON and JEANET of the County of Dade Address of grantee 350 Grand Concourse, Miami Shores, Florida 33138 Witnesseth, that the said part ies of the first part, for and in consideration of the sum of Ten Dollars and other good and valuable considerations, to them in hand paid by the part iesof the second part, the receipt whereof is hereby acknowledged, have granted, bargained and sold to the said part iesof the second part, their heirs and assigns forever, the following described land, situate, lying and being in the County of Dade and State of Florida, to -wit: Lot 9, in Block 54, of MIAMI SHORES, SECTION NUMBER 2, according to the Plat thereof, as recorded in Plat Book 10, at Page 37, of the Public Records of Dade County, Florida. ) R1.10 �. •K( .;, i= 4 6..5 r j STATE OF GEORGIA County of Made this 22nd day of June Signed, sealed and delivered in presence of us: This conveyance is made subject to taxes for the current year, zoning ordinances and restrictions, limitations and easements for public utility purposes, if any, of record. And that said part iesof the first part do hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. In Witness Whereof, the said part ies of the first part have hereunto set their hand s and seal s the day and year above written. /5.2n ,ta Washington A 1 UU88 rG 1 01 ( 1918 'JUL 10 PH 1: 31 Georgia , in the State off dq part ies of the first part, and TE M. DENTON, his wife, , in the State of Florida, part of the second part, } in c 7 7 "t J J� 1 -hI i•' r C•w•N b` FLORIDA � .. ul� I P'y ur(. JUL 10'78 1 7 3 JI_ IF P..13. ` )1 �. V� C. (SEAL) Jesse e McMillan C. McMillan (SEAL Florence McMillan Sandersville Georgia NEOOR000 114 OFr L AECO.O1 1100 OF DADE COUNTI. FLORIDA. .frog) VERIFIED RICHARD P. BKINKGRr CLEUK CIRCUIT CUURI I HEREBY CERTIFY, that on this day personally appeared before me, an officer duly authorized to administer oaths and take acknowledgements, JESSE C. McMILLAN and FLORENCE McMILLAN, his wife, o , "'wel,(known to be the personsdescribed in and who executed the foregoing deed, and ,epy9►c t�wdsd ed before me that they executed the same freely and voluntarily for the %t, �pttr'poses•• fiezein expressed. WITS4 hand and official seal at City. tt of ; r Washington and State of 1 �Tytie. , A. D.19 78 . o(Yetaq Sedl) NotaV Public n r n (SEAL) (SEAL) , this 3a day of r1 FOR - 0.4. -/ C. 4---Pc.(�1 /GL /4L1 • :sue /47 so 24 Z3 Z2 f Z/ Zo /7 /4, / 5 /4 N Bo' Bo ' W Slate Flo m.∎ LEGAL DESCRIPTION: Lot 6, Block 54 of "MIAMI SNORES, SECTION NO. TWO," according to the Plat thereof, as recorded in Plat Book 10 at page 37 of the Public Records of Dade County, Florida. /42.S se./AP . FE.CIC'E �vsCop,7 ifl /4Z rJ' c'. _ I ua C E. ., a . SCALE:, - - - .77 F. ORDER NO. / 7, 3 d3 d 3S Z24. k deo ' 0 • - FOR 1 t: ,4Vg rer r f) . • 01 F 10. ...EGAL DESCRIPTION: Lot 9, Block 54 of "MIAMI SHORES, SECTION NO. TWO," according to the Plat thereor, as recorded in Plat Book 10 at page 37 of the Public Records of Dade County, Florida. DA FE: t - 7S SCALE: • ":".",„ F • B • 6 - / ORDER NO. / WARRANTY DEED (STATUTORY) t {.�C 10088 PG 15T6 Z jiz 3nbenture, Made this 22nd day of June Between JESSE C. McMILLAN and FLORENCE McMILLAN, his wife, Georgia of the County of Washington , in the State of /R, parties of the first part, and ROBERT DENTON and JEANETTE M. DENTON, his wife, of the County of Dade , in the State of Florida, part ies of the second part, Address of grantee 350 Grand Concourse, Miami Shores, Florida 33138 Witnesseth, that the said parties of the first part, for and in consideration of the sum of Ten Dollars and other good and valuable considerations, to them in hand paid by the part iesof the second part, the receipt whereof is hereby acknowledged, have granted, bargained and sold to the said parties of the second part, their heirs and assigns forever, the following described land, situate, lying and being in the County of Dade and State of Florida, to -wit: STATE OF GEORGIA Signed, sealed and delivered in presence of us: 4;?; e V / Lot 6, in Block 54, of MIAMI SHORES, SECTION NUMBER 2, according to the Plat thereof, as recorded in Plat Book 10, at Page 37, of the Public Records of Dade County, Florida. County of Washington ' ( ^, 1918 JUL 10 Fi.I 1: 3.11 } N • M , DIP). JUL I VEI \" ■ ) OF PB. I.1'.i24 N. I -- RECORDED IN OFFICIAL RECORDS BYOB OF DADE COUNTY. FLORIDA. RWCOin VERIFIED RICHARD P. BRINKER, CLERK CIRCUIT COURT Not% Publi State of Georgia 3 , A. D. 19 9 7.3 This conveyance is made subject to taxes for the current year, zoning ordinances and restrictions, limitations and easements for public utility purposes, if any, of record. And that said part iesof the first part do hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. In Witness Whereof, the said part ies of the first part have hereunto set their hand 8 and seals the day and year above written. vi C 772: j O } SEAL) ease C. McMill (SEAL) Florence McMillan I HEREBY CERTIFY, that on this day personally appeared before me, an officer duly authorized to administer oaths and take acknowledgements, JESSE C. McMILLAN and FLORENCE McMILLAN, his wife, to me well known to be the personalescribed in and who executed the foregoing deed, and ackno,�edged, before me that they executed the same freely and voluntarily for the purpd th8rei .qxpressed. Y i'N ni Viand and official seal at Sandersville 0#2It0 ' K ° Washington and State of Georgia , this ,D day of y • a A June a = , A D. 19 78 - : �F'LI • n ' = ' ,, ' 1, ',,,,..•..1 (N ot , aii ( Seal) M y CominfA n\• xpires (>/0 // g ' 1.1,1 0 0 • WARRANTY DEED (STATUTORY) 1 cn 78R 1'783 76 Tbiz 3nbenture, Made this 22nd day of June Between JESSE C. McMILLAN and FLORENCE McMILLAN, his wife, of the County of Washington ROBERT DENTON and JEANE of the County of Dade Address of grantee 350 Grand Concourse, Miami Shores, Florida 33138 Witnesseth, that the said part ies of the first part, for and in consideration of the sum of Ten Dollars and other good and valuable considerations, to them in hand paid by the part iea'f the second part, the receipt whereof is hereby acknowledged, have granted, bargained and sold to the said part iesof the second part, their heirs and assigns forever, the following described land, situate, lying and being in the County of Dade and State of Florida, to -wit: Lot 9, in Block 54, of MIAMI SHORES, SECTION NUMBER 2, according to the Plat thereof, as recorded in Plat Book 10, at Page 37, of the Public Records of Dade County, Florida. JUL 10'71) I R E.�. 4 6. `' t • Signed, sealed and delivered in.presence of us: L 14. t 1 .!A J -•""k IJ STATE OF GEORGIA County of Washington rit,1-.:r. 1918 JUL 10 FBI I: 31 Georgia in the State offii3bmscitic part les of the first part, and TTE M. DENTON, his wife, , in the State of Florida, parties of the second part, c) F L Rb A in ' LW. JUL 107B C Fii.W.J1 10•%+ and State of Georgia , A. D.19 78 n ' snowy IN OFrR.114L REd+aD1 11001 OF DRDE COUNTY. FLORIDA. OrrORD VERIFIED RICHARD P. BK i NKER, CLLIt1c CIRCUIT COURT i L €' -1 . Nota y Public State of Georgia , A. D. 19 78 • UR. [P == . 97.3a�_ This conveyance is made subject to taxes for the current year, zoning ordinances and restrictions, limitations and easements for public utility purposes, if any, of record. And that said part iesof the first part do hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. In Witness Whereof, the said part ies of the first part have hereunto set their hand s and seal s the day and year above written. • (SEAL) Jesse C. McMillan ✓, .ri��.,. Put-ea„ ( SEAL Florence McMillan (SEAL) (SEAL) I HEREBY CERTIFY, that on this day personally appeared before me, an officer duly authorized to administer oaths and take acknowledgements, JESSE C. McMILLAN and FLORENCE McMILLAN, his wife, ' tol k" wel4; known to be the person sdescribed in and who executed the foregoing deed, and �crcclor w6ad 'ed before me that they executed the same freely and voluntarily for the \ 42rposes•-t CAN expressed. f o r • ' NIZITS$'7ity hand and official seal at Sandersville Ut ("of t75 fWashington 4o6a,r5; Seal) My Commission expires , this 3 71- day of • • • REPORT OF SUBSURFACE SOIL EXPLORATION & GEOTECHNICAL ENGINEERING EVALUATION OF SUBSURFACE CONDITIONS PROPOSED SINGLE FAMILY RESIDENCE MIAMI SHORES, FLORIDA MARCH 2004 Prepared for: MR. MIKE MEYER MIAMI SHORES, FLORIDA WINGERTER LABORATORIES, INC. YEARS 1949 -2004 WINGERTER LABORATORIES, INC. 1820 NE 144th Street North Miami, Florida 33181 • • WINGERTER LABORATORIES INC. Engineering Testing and Inspection Service Established 1949 No. 1 Mr. Mike Meyer 230 N.E. 102n Street Miami Shores, Florida 33128 Attn: Mr. Mike Meyer RE: Report of Subsurface Soil Exploration and Geotechnical Engineering Evaluation of Subsurface Conditions Proposed Single Family Residence 530 N.E. 96 Street, Miami Shores, Florida WLI Order No. 04 -1202 Dear Mr. Meyer: March 11, 2004 We are pleased to present this report of our subsurface soil exploration and geotechnical engineering evaluation for the subject site. These services were performed in general accordance with our Professional Services Agreement dated March 3, 2004. This report presents our geotechnical engineering evaluation for the proposed construction together with the field data. The purpose of this exploration was to obtain specific subsurface data in order to determine the allowable soil bearing capacity together with the estimated settlements for the subject area. It is our understanding that the proposed project will consist of a proposed two (2) story single family residence at the subject property. Two (2) Standard Penetration Test Borings, conforming to the requirements of ASTM D 1586, were performed at the site on March 9, 2004 by Wingerter Laboratories, Inc. (WLI). • Please see Appendix A for our Report of Test Boring Numbers B -1 and B -2 for detailed description of the materials encountered and the depth intervals at which they were encountered. The test boring locations are shown in Appendix B of this report. The number, location and depth of the test borings were determined by WLI, taking into consideration the requirements of the project, site accessibility and the subsurface conditions revealed. The discussions, opinions and recommendations contained in this report are based upon the conditions revealed in the referenced test borings. 1820 N.E. 144th St. • P.O. Box 611450 • North Miami. FL 33261-1450 • (305) 944 -3401 o 1- 800 -345 -SOIL • Fax: (305) 949 -8698 Broward: (954) 764 -0472 • Dispatch Fax: (305) 949 -1328 • STEEL • CEMENT • CONCRETE • PAVEMENT INSPECTIONS • TEST BORINGS • SPECIFICATIONS • CONSULTATIONS Florida Certificate # F -614 • • Mr. Mike Meyer Order No. 04 -1202 Page 2 A review of the test boring logs indicates that the site is generally mantled by clean, light to dark colored loose sands present in the first 3 to 4 feet of depth, underlain by a soft sandy limestone formation extending throughout the mximum explored depth of 15 feet below the existing land surface. The ground water level at the time of our investigation was encountered at a depth of 6 feet below existing grade. Evaluation of the subsurface data obtained from the boring logs, using accepted geotechnical engineering criteria, indicates that the existing subsurface soil conditions are generally suitable for the planned construction. The soils conditions can provide adequate support for the proposed residence if founded upon shallow foundation system proportioned for a maximum allowable soil bearing capacity of 2,500 pounds per square foot. At this bearing pressure, the anticipated total settlements are expected to be less than 1 inch, with differential settlements approaching 1/4 inch across the area, provided that the following recommendations are adhered to. The area of the proposed residence shall be cleared and grubbed to remove all vegetation, topsoil, pavement and debris. The cleared area shall be tamp compacted to 95% minimum relative compaction as compared to the "Modified Proctor Test" (ASTM D- 1557). Any additional fill material required to raise the area to its final bottom of slab elevation shall be placed in 12- inch loose lifts, and each lift compacted to 95 % minimum relative compaction. Shallow foundation system shall consist of either shallow spread footings or a monolithic slab on grade with thickened edge footings. Footings shall have a minimum width of 24 inches for square, rectangular or continuous footings, and a minimum width of 18 inches for continuous footings. Soils at the bottom of footing excavations and beneath the slabs shall be compacted to 95% minimum relative compaction prior to placement of reinforcing steel or concrete. Thickened edge footings for a monolithic slab shall have a minimum width of 24 inches and a minimum thickness of 10 inches. Experience indicates that the actual subsoil conditions at a site could vary from those generated on the basis of test borings made at specific locations. Therefore, it is essential that a geotechnical engineer be retained to provide soil engineering services during the site preparation, excavation and foundation phases of the proposed project. This is to observe compliance with the design concepts, specifications and recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior to the start of construction. SOIL CONSISTENCY vs. "N VALUE" Cohesionless Soils Cohesive Soils Rock and Gravels "N Value" (blows /ft) Consistency Designation "N Value" (blows /ft) Consistency Designation "N Value" (blows /ft) Consistency Designation 0 to 4 Very Loose 0 to 2 Very Soft 0 to 25 Loose or Soft 5 to 10 Loose 3 to 4 Soft 26 to 50 Medium Dense 11 to 30 Medium Dense 5 to 8 Medium 51 to 90 Dense 31 to 50 Dense 9 to 15 Stiff - - 50 or More Very Dense 16 to 30 Very Stiff - - - - 31 or More Hard - - Mr. Mike Meyer Order No. 04 -1202 Page 3 In dealing with the unseen subsurface dimension, a prudent test boring program acts to identify the general range of conditions and to reduce, but not eliminate, the risks of unknown conditions. Therefore, WLI cannot offer a warrantee, expressed or implied, that materials or conditions other than those revealed in the test borings will not be encountered, nor that the relative proportions and density of the materials will not vary from those reported. Also, since the criteria furnished to WLI constitutes our total knowledge and understanding of the project; inaccuracies, deviations or alterations of the criteria may invalidate these recommendations to the extent they impact the magnitude, distribution, and elevation of applied loads, or impact the nature of the construction. INVESTIGATIVE PROCEDURES Field work was performed using standard drilling equipment. Soil samples (disturbed) were obtained in accordance with ASTM D -1586 utilizing a 2 -foot long, 2 -inch diameter split spoon sampler which is advanced by successive blows of a 140 pound hammer free - falling 30 inches. The number of blows for each 6 inches of penetration is recorded. The sum of the second and third blow counts for each 2 -foot sampling interval constitutes the Standard Penetration Resistance in blows per foot, which is referred to as the "N" Value. The following tables may be used in interpreting the consistency of the materials based on the "N" Value: • Mr. Mike Meyer Order No. 04 -1202 Page 4 Test borings were staked in the field by WLI, using approximate methods. Borings were located by taped distances from existing recognizable landmarks. Boring locations are, therefore, generally as shown, but no degree of accuracy is stated or implied. Soil samples will be retained by WLI for a period of 30 days only unless specifically requested otherwise by the client. Elevations were not established for the test boring locations. Depths reported on the logs represent depths below ground surface as they existed on the date drilled. The client is cautioned • that if subsequent filling or excavation of the site occurs, the reported depth must be so adjusted. WLI can not assume responsibility for the accuracy of reported depths if the site is disturbed subsequent to the date drilled. • The Standard Penetration Test, "N" value curve shown on the boring logs indicates the general variation of the "N" value throughout the depth of the boring. This curve is plotted in a straight line which connects each "N" value. However, it should not be assumed that the changes in the "N" value are a linear function. Furthermore, the graphical representations shown on the boring logs should not be substituted for the actual material descriptions included in the logs. We appreciate this opportunity to be of service to you during this phase of the project. If you have any questions or comments regarding the information contained in this report, please call us at (305) 944 -3401. enc: Appendix A: Test Boring Logs Appendix B: Test Location Sketch P -35 /Time Charges: Engineering: LS Respectfully submitted, WIN R LABO Rafael M. Pina, P.F. Florida Registration Nc. 50771 The original of this report was signed and sealed by the above referenced Florida Registered Professional Engineer in accordance • with Rule 61G15-18.011 of the Florida Administrative Code. (Rev.9/29/2005) Building Officials Approval: MIAMI SHORES VILLAGE Claa<idio Grande CEO Building Department 10050 NE 2 Ave, Miami Shores F1, 33138 Tel: 305- 795 -2204• Fax: 305- 756 -8972 Certificate of Occupancy The following address is issued a Certificate of Occupancy Address: 560 NE 96 ST City Miami Shores State Florida Zip 33138 Permit No. BP 2005 -210 Date: 9/29/05 This Certificate of Occupancy is issued for the above address. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. However, this certificate does not constitute any representation or warranty. Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B.DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THE SHEET VOID. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 5/10/04 305 - 795 -2204 Miami Shores Village Building Department THIRD CRITIQUE Permit No. Page 1 of 2 5/10/04 BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -210 ITEMS 1, 4, 5 AND PROCEDURES FOR RE- SUBMISSION OF CORRECTED PLANS HAVE NOT BEEN ADDRESSED FROM PREVIOUS CRITIQUE Y f �� 1. Still need to submit electrical, mechanical, plumbing, roofing, and ster-m- permit applications. ` 2. 3. � provide need to rovide a soil boring report. � ' 6\t°4-) 6\t°4-) 5 A . Still need to submit a permit application for C/L fence. — Follow the procedures for submission of corrected plans for your re- submittal INCLUDING REMOVAL OF VOIDED SHEETS. Miami Shores Village Building Department Permit No. d Job Name Moyer 530 '74 Sf STRUCTURAL CRITIQUE SHEET /20% 1r Keg lv`4d. r t d o1;4 /?'ooze - f 4- k do, t �• �, i z : P � �: C ' r , I ,.. 1 GOOd LZ''ON is en fy /'/z " per- p_ fir, Lvhocf %s ? � n' % B�13 -mod = - / t3�K�> i o e I / ▪ i otoi � isc ben. !Ja?,C.�t eal 4 " i1'? ra t � dc4G� I r 'n([(G�1"C ' C sec rwx ya L( • 1 ' 0) 4 I - 0 d i A -s dw„ «J AVM, "fiteek. P/ers " cog- 51i6 r,f. 24 -"` Z4" vs, 12' x17-1, 5d / - X4431- be aJ lea.3/ $� ' P & 9�6 4 ' - " I � P . Y d H e . A v i 5 / t . L i l�o� � o (/IOJ- I r' 0 .. i\Vl 8� '.D' /a b e 7' I // uu A/s 5IUS 30 wide ■ 1^C'1 - C•n = 9.5e- A 67= /O i7 1/GV01 1w s 24 "— cearaCimak 1 v ' ,. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SBTSOW,G026 F d9H51 I f1 SMIOHS NUN I W ST : T T b00Z /Le /17o l 4 Z00a LZI'ON Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B.DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THE SHEET VOID. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 40/04 305-795 -2204 S8TSOlLS0£6 E 9b011 I fl S380HS NUN I W ST : T T VOW/a/ '0 Miami Shores Village Building Department Permit No. Job Name STRUCTURAL CRITIQUE SHEET /C) &4'rs `D` ¢o be 7`0" /may m;,, 04- 5pet44 ed. sae). -{ 2 O \-1 C25 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Meyer 5 , U $/ 4/2.0/0 4-- '2' elves iviid04r' fkoi re fd, &viii gear- 1-ham a/ 1 pis .W aped. J /Jr 8A 7 I /ow,- ,- — 5 d ds en4 /%z" p Plan, G4JhA,fr t rein e-G Me S°`x l8°' a ppefieli,e 7 04 / -5 '13 dtd / -DP4 he - o si je re/r47 NS,/e / 7 bar,' e0- 1 se bees ite doic-iiaved 48» in olo re-1 gn A-5 dime s r s ihawn, "fi peik Piers ire 4at - 5ls ivi/ (24' 24" vs. /2 x tz• &MIT Mac,' be a-/ t &� 5P4le - pier din e ilen , ✓ s AA 1 4 Me-14 30' wide ,�atA ltty►" - �rd f/ j. . rf', „ -5 IL kLe n r i f bo vv cr G( Y'f� 9 -t ®, 6 7 = /0 A/0PO. 4. 50F3n;if / P4. 6. 45 7. A 8. 9. 1 / TOM LZb'ON Miami Shores Village Building Department 5 BUILDING CRITIQUE SHEET JciiPPlatIt , 10050 N.E.2nd Avenue Miami Shares, Florida 33138 Tel (305) 795.2204 fax: (305) 756.8972 Permit No. BP 04-210 Page 1 of 2 rtiffek 1. Still need to submit electrical, mechanical, plumbing, roofing, and storm permit applications. 4 43 2. Still need to provide total SF under roof including covered entry and terrace on plans. ' 41f3. Still need to provide letter of intent from special inspector that will inspect engineered unit masonry and second floor slab. Still need to provide a soil boring report. Still need to submit a permit application for C/L fence. Still need to address structural and P &Z comments. Provide design pressures on FG over entry. French door NOA is missing W98 -71 sheet 1 &2 of 4. Submit two sets of NOA's for mullions to be used for French. door /side -lite. 10. NOA for Jen Wen Door does not meet design pressures. ( "1 v , , r) Follow the procedures for submission of corrected plans for your re- submittal. S8TSOPLS026 F Jamul S3ZIOHS IWUIW ST:TT b00Z /LZibO CASE #PZ 03- 1218 -02 APPLICANT: Michael Meyer ADDRESS : 530 N. E. 96 Street DEVELOPMENT ORDER Whereas, the applicant has filed an application before the Planning and Zoning Board on the following described property: Lot 9, Block 54 of "MIAMI SHORES SECTION NO. 2" according to the plat thereof as recorded in Plat Book 10, Page 37 of the Public Records of Miami -Dade County, Fl. A.K.A. (address): 530 N.E. 96 Street The applicant sought approval as follows: site plan approval — new house. Whereas, a public hearing was held on January 22, 2004, and the Board after having considered the relief sought and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the conditions agreed upon at the hearing and that the applicant must satisfy all applicable Miami Shores Village codes, Miami -Dade County Codes, and the applicable building and life safety codes required for development. In addition, the following terms and conditions are imposed: the applicant shall design the home according to "elevation B" on plans dated 12/1/03. In addition, there will be no circular drive in the front that will impact any of the protected trees. There shall be no pruning or removal of any of the oak trees without approval from the Planning and Zoning Director. Passed and adopted this 22 day of January, 2004, by the Planning and Zoning Board pursuant to a 4 -0 vote as follows: Member Crutchfield Yes Chairman Fernandez Absent Member Sastre Yes Memb - r, Shoc - y Yes Member Abramitis Yes Cha rm Planh Zoning Board BUILDING OWNER'S NAME Michael Meyer FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE I Read the Instrudfions on 1 - 7. For tnssanal carpstyr racy Number Company NAIC N 2 b& SECTION A - PROPERTY OWNER INFORMATI BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 969 NE 96 Street CITY Miami Shores STATE Ft PROPERTY DESORPTION (Lot and Block Numbers, Tax Parcel Number, Legal motion. etc.) Lot 9 Rod( 54 Miami Shores Section No 2 Plat Book No 10 Page No. 37 BUILDING USE (e.g., Residential, Non- residential, Add, Pte, etc. Use a Commends area if necessary ) Residential - Sin* Family Residence LATITUDE/LONGITUDE (OPTIONAL) ( ## - ##' - ##.##' or ## 81. NFP CO,MMJNI TY NAIVE & COMMUNITY NUtJ6ER Gy of M iI Shoes 120652 B9. MAP ANDPANEI T - -. - • - - -_ NUMBER 133. SUFFIX 86. FIRM INDEX DATE 12025(0093 J 07/17/95 HORIZONTAL DATUM: ❑NAD1927 ❑NAD1983 SECTION B • FLOOD INSURANCE RATE MAP (FIRM) INFORMATION I 82. COUNTY NAME Mani Dade Carry 137. FIRM PANEL EFFECTNEI EVISED DATE 03102194 O.M.B. No. 3067 -0077 Expires December 31, 2005 ZIP CODE 331311 SOURCE: 0 GPS (Type): (] USGS Quad Map Q Other: _ 83. STATE Ronda 89. BASE FLOOD ELEVA rloN(S) 83. FLOOD ZONE(S) (Zone A0, 1E8 depth of flooding) x Na 810. Indtate the source of the Barr Flood Elevation (BFE) data or base hood depth entered in (39. 0 RS Prone ® FIRM ❑ Community Detortined ❑ O It* r (Doscr ie): B11. Indicate the elevation datum use for the BFE In 139: ® NGVD 1929 ❑ NAVO 1988 ❑ Other (Desoto): B12. Is the bukding teed in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes 0 No Desert Date SECTION C - BUILDING ELEVATION INFORMATION SURVEY REQUIRED) _ _ _ _ _ ___ C1. Buffing elevations are based on: t... Consbuction Drawings* ❑ Bolding Under Construction* ❑ Fished Construction *A new Elevation Certif -::= will be required when construction of the building is complete. C2. Building Diagram Number 1(Seied the buildktg diagram most simile/ to the building for whstr this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the bu+idkhg, provide a sketch or photograph.) ca Elevations — Zones A1 -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1- A30,ARJAH, ARIA0 Comte Items C3.-a4 b e h w according b the buidiirg d i a g r a m speed in item C . State the datum used. If the datum i3 di rent from the datum used for the BFE rn Section B, convert the datum to that used for the BFE. Straw field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion DaumNGVU ConversorriComments„�� Elevation reference mark used BM Does the elevation reference mark used appear on the FIRM? ❑ Yes El No o a) Top of bottom f oor (inducting basement orenclosure) Q. L(m) o b) Top ofnext higher tor N(A. ft(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A . ft(m) o d) Attached g (p of slab) 9. 01 ft(m) o e) Lowest elevation of mac finery and/orequbment servicing the twirling (fie in a Comments area) 9.. 01 R(m) o f) Lowest adjaont (finished) grade (LAG) 7.. 79 t(m) o g) Highest ant (finished) grade (HAG) 7. 79 fi(m) o 11) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o ) Total area dell permanent openings (flood vents) in C3.11 Qsq. in. (eq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCIWTECT CERTIFICATION This certi is to be signed and seated by a land surveyor, engineer, or architect authorized by law to certify elevation information, I certify that the information in Sections A, 2, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME Eusebio Mora UCENSE NUMBER Fla Architect No. 0011732 TITLE Architect ADDRESS 6761 Southwest 68th Terrace COMPANY NAME E.M.Mcra-Ars Inc CITY STATE 7JP CODE South Miami 19 33143 DATE TELEPHONE 0527/04 305 7405185 Insurnsice Pogo] Nuinber torment NAIC Nob*, ;:::: :r IMPORTANT: In these tomes, copy the corresponding infomration from Section A. BULDING STREET ADDRESS pry Apt, Una, Sum, andtar Bldg. No.) OR P.O. ROUTE AM) BOX NO. 530 Norbert 96Th Street CITY STATE ZIP CODE Mann Shaw A 331155 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS Crown of Road Elevation = 8.38' Proposed Finish Floor Elevation = 9.60' Proposed Attached Garage bp Of Slab = 9.01' Proposed NC Pad = 9.01' SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting Information fora LOMA or LOMR -F, Section C must be completed. El. Binding Diagram Number_(Seted the bolding diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. if no diagram accurately represents the building, provide a sketch or photograph.) E2 The top of the bottom floor (inducting basement or enclosure) of the buldnng is _ ft. (m) _in. (cm) ❑ above or ❑ below ( check acne) the highest adjacent grade. (Use natural grade, if available). E3, For Building Diagrams 6-8 with openings (see page 7), the next hgherfloor or elevated floor (elevation b) of the building is ft.(m) ___in.(cxn) above the highest adjacent grade. Complete ::: ms C3.h and C3.i on font of form. E4. The top of the platform of machinery and/or equipment servicing the bulling is _ ft.(m) _in.(an) ❑ above or ❑ below (check one) the highest adjacent grade, (Use aural grade, if available). E5. For Zone AO only: If no flood depth number is avaable, is the top of the bottom fir elevated in accordance wilt the oomsnunfy's floodptain management oldinance? ❑ Yes ❑ 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, C (Items C3.h and C3.i orgy). and E for Zone A (without a.FEMA -sued or community - issued BFE) or Zone AO must sign here. The statements le Sestars A, B, C, and Eare correct to the best ofmy la,owledge- PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME Euseb o M. Mora - Architect ADDRESS 6761 Southwest 68g' Terre SIGNATURE COMMENTS SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local Official who is authorized by law or ordinance to administer the oornmunly's Blain management ordarance cart wmp etc Sections A, B, C (or E), and G of this Elevation C e r t i f i c a t e . Complete t e applir vie item(s) and sign below. 01.0 The irgnrrrna 1 in Sedan C was taker from other documentation that has been signed and embossed by a lioensed surveyor, engineer, or architect who is authorized by state or local-law to certify elevation information. (Indicate the source and dale of the elevation data in the Comments area below.) G2 ❑ A community official oannleted Sir► E for a buidang boated in Zone A (without a FEMA -issued or cam urn -i d BFE) or Zone AO. G3. ❑ The following i nforimatan (Items G4- G9) is provided for community foodplain management purposes. G4. PERM I - .NU/0 E L; • G5. DATE PEMr ISSUED GE DATE CERTIFICATE OF CONPUAN(IOCCUPANCY ISSUED G7. This permit has been Issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of assbu t lowest floor (srdudsrg basement) of the buld'axg is G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS CITY STATE ZIP CODE South Mini Fl 33143 DATE TELEPHONE 05127/04 305 - 7405185 TITLE TELEPHONE DATE — _ft(m) . ft(m) ❑ Check here if attachments ❑ Check here if attachments Datum: Datum: ❑ Check here if attachments Miami Shores Village Building Department Permit No. 04 - Zia Job Name Mey.e .53 N ew lho us! 2/24/ STRUCTURAL CRITIQUE SHEET 4/eed �pl ea /a s /� aa i�f S /etks u fat 'L "pc �rus fes / .5-4e,/, s 411_, n / s� ;hed 4 serf .d rm . ,7 /� Copy ui5e4 See, - $ et s 7rass- / `' reiv,/'. 2 a4 1q0ZIV 4 4 Ladder- Type " /s/ f /rnr - 7i-e..ss - T�fie . (A /s5 Si,%n,) /-(4) ® n ,4 /55 beevi44.5 G I r e e i f e d S e S I n t e - t � � r r 4 . J " - T h i s /5 a- $okra ur d dam, - l /ve / ee ►- /4 -k o lr h • I S ,t he. 110, el' Me. Ceti 6e u i ? G�1h rs � � nee de4 ? �t/ee ' oda f A-ppv s ali ea 6:v1-ale _Atari .i' pla foci/4ees o Mss /- mee/' pr-e”a -e rer r-esu ems/ -2.2.7_-„, (Dv, 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 .•. • • Miami Shores Village Building Department BUILDING CRITIQUE SIIEET • Perniit No: 13. P 04- 16 -.Job./staine • • 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:(305) 795.2204 Fax: (305) 756.8972 • • Miami Shores Village Building Department BUILDING CRITIQUE SHEET • 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:'(305) 7952204 Fax: (305) 756.8972 • ' Perniit No: • :•Joblstariae 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 220 -3171 FAX (305): 264 -0229 DRAW BY: VIVIAN '.autt 'untnjors 3 nr. LAND SURVEYORS SURVEY No 04— 1575 SHEET No _2_0F_2.._ B/C F.I.P 1/2" NO CAP BOUNDARY SURVEY SCALE = 1" : 20' LOT -9 BLOCK -54 LOT -10 BLOCK -54 F.I.P 1/2" NO CAP SURVEYOR'S NOTE: There may be Easements recorded in the Public Records not shown on this Survey LOT -8 BLOCK -54 ,5 • ir l? d 7 h .. 5 ., .4 .3 9d 5Sj tr, I P b Q /3 so /4 /5 /b // . /8 ., 1) ,'0 ., 1.!/ b f 5 M 4 s0:_51, L. 19 Survey of Lot: 9 ' Block: 54 Subdivision: MIAMI SHORES SECTION NO 2 According to the Platthereof as recorded in the Plat Book No. 10 at Page No. 37 of thea records of MIAMI -DADE County, Florida. Property Address: 530 NE 96 ST, MIAMI SHORES, FL 33138 For: MICHAEL MEYERS' ^'d LOCATION SKETCH Scale 1"= NT.S. .9674 �- 5582 N.W. 7th STREET SUITE 202 MIAMI, FV.RIDA 33126 TELEPHONE: (305) 220 -3171 FAX (305): 264 -0229 DRAW BY 9 S r1-i A'nutt puruu LAND SURVEYORS CH- CHORD. CH.B.- CHORO BEARING. CL- CLEAR C.LF.- CHAIN LINK FENCE C.LI.E- CANAL MAINTENANCE CONC.- CON C.P.- CONC. PORCH. C.S.- CONCRETE SLAB. D.E. DRAINAGE EASEMENT . D.M.E. DRAINAGE MAINTENANCE EASEMENTS DRIVE- DRIVEWAY •- DEGREES. E- EAST. PL.- PLANTER. E.T.P.- ELECTRIC TRANSFORMER PAD PA- PROPERTY UNE ELEV.- ELEVATION. P.C.C.- PONT OF COMPOUND CURVE INCR.= ENCROACHMENT. P.C. - POINT OF CURVE. F.H. - FIRE HYDRANT. PT.- POINT OF TANGENCY. F.I.P. - FOUND IRON PIPE. POC.- POINT OF COMMENCEMENT. F.I.R.- FOUND IRON ROD. POO.- PONT OF BEGINNING. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY A B B R E V I A T I O N A N D M E A N I N G A- ARC F.F.E- FINISHED FLOOR ELEVATION. P.R.C.- POINT OF REVERSE A /C- MR CONDITIONER PAD. F.N.D.- FOUND NAIL & DISK . CURVE A.E.- ANCHOR EASEMENT. FR- FRAME. P.B.- PLAT BOOK. A/R- ALUMINIUM ROOF. FT- FEET. PG.- PAGE. A/S- ALUMINIUM SHED. FNIP.- FEDERAL NATIONAL PRY- PARKWAY. ASPH.- ASPHALT. INSURANCE PRM- PERMANENT REFERENCE B.C.- BLOCK CORNER. F.N.- FOUND NAIL MONUMENT. BLDG. BUILDING H. HIGH (HEIGHT) P.LS.- PROFESSIONAL LAND B.M. - BENCH MARX IN.&EG.- INGRESS AND EGRESS SURVEYOR. B.O.B.- BASS OF BEARINGS. 4IMADTT. R.- RECORDED DISTANCE C. CALCULATED LP- U T POLE. RR.- RAIL ROAD. C.B- CATCH BASIN. LF.E.- L WEST FLOOR ELEVATION. RES... RESIDENCE C.B.S- CONCRETE BLOCK STRUCTURELM.E- MAINTENANCE EASEMENT R/W- RIGHT -OF -WAY. MI= CONCRETE BLOCK WALL '- M NOS RAID.- RADIUS OF RADIAL M.- M TE RED DISTANCE R P.- RADIUS PONT. MALI- MANHOLE. M/L- MONUMENT UNE N.A.P. - NOT A PART OF. NGVD- NATIONAL GEODETIC VERTICAL DATUM. N.- FORTH. N.T.S. NOT TO SCALE /-N0.- NUMBER. 0/5- OFFSET. 0.11.- OVERHEAD O.H.L- OVERHEAD U11UTY UNES OW- OVERHANG PVMT.- PAVEMENT. RGE- RANGE. SEC.- SECTION. STY.- STORY. SOUK.- SIDEWALK. S.I.P. - SET IRON PIPE LB. /8044. S.- SOUTH. SECONDS T- TANGENT. TAP- TOWNSHIP. UTIL- UTIUTY. U.P.- UTUTY POLE. W.M.- WATER METER. W.F. - WOOD FENCE W.S• W000 SHED. W/R- WOOD ROOF. G - CENTRAL ANGLE. - CENTER UNE - ANGLE. EXAMINATIONS OF INC ABSTRACT OF TIE WM . HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS. F ANY. AFFECTING THE PROPERTY. THIS SURVEY 15 SUBJECT TO DEDICATIONS. UMITATIONS. RESTRICTIONS. RESERVATIONS OR EASEMENTS OF RECORD. LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. OF THE SUR PERFORMED W SURVEY F COIA�D BE DRAWN A T A SHOWN /OR O TO SCALE VEY WORK EASEMENTS AS SHOWN ARE PER PLAT BOOK UNLESS OTHERWISE SHOW THE TEAM 'DICROAGWDIr MEANS M9BLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS. RESTRICTIONS AND SETBACKS AND THEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH DE CORRECT INFORIIA11ON FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTIONS. UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTDNPTED TO LOCATE FOOTING AND/OR FOUNDATIONS FENCE OWNERSHP NOT DETERMINED. THIS PLAN OF SURVEY. HAS BEEN PREPARED FOR THE EXCWSIVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE FNNP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE ituated in Zone: X Community /Panel /Suffix: ate of Firm: 07/17/1995 Base Flood Elevation: ertified to: MICHAEL MEYERS REVISED 01 120652 - 0093 -J LEGEND TYPICAL 41-14• CLF =CHAIN LINK FENCE T= C B S WALL (CBW) -0-0- IF =IRON FENCE -OH- OVERHEAD UTILITY LINES 77 WF =WOOD FENCE "0.00 = EXISTING ELEVATIONS. ®= PROPOSED ELEVATIONS. SURVEYORS'S NOTES: 3). THIS IS A SPECIFIC PURPOSE SURVEY. SURVEY Q � °' 0001575 SHEET No. OF Date: 02/10/2004 7loS,;,„;/ -- — .e, ;re• ct .5O c `> ,5 -' ><z >1Q1 - ,50 7 .S h 1 1). IF SHOWN. BEARINGS ARE REFERRED TO AN ASSUMED MERDIAN. BY SAID PLAT IN THE DESCRIPTION CF THE PROPERTY. F NOT. THEN BEARINGS ARE REFERRED TO COUNTY. TOWNSHIP MAPS `� �/ 2). IF SHOWN ELEVATIONS ARE REFERRED TO O,E C0o /// BM/ g IlEV. g 7/ FEET. OF N.G.V.D. OF 1929. 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 PROFESIONAL LAND SURVEYORS IN CHAPTER 61017 -6. FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027. FLORIDA STATUTES. REVISED ON* BY: GEDIQ�E IBARRA (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR NO. �5✓ STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). 793 -03P This Document Prepared By and Return to: RICHARD A. GOLDEN, ESQUIRE KRAMER & GOLDEN, P.A. 12000 BISCAYNE BLVD., SUITE 500 NORTH MIAMI, FLORIDA 33181 Parcel ID Number: 11- 3206 - 014 -0691 Warranty Deed This Indenture, Made this 25th day of August , 2 0 0 3 AD., Between ANTONIO L. ROBERTS, A MARRIED MAN of the County of Miami -Dade MICHAEL MEYER, A SINGLE MAN of the County of MIAMI -DADE Signed, sea d and delivered in our presence: Primed Name: J V ;i /J Wit x less tall( Prin ed Name: (L Witness whose address is: 230 NE 102 ST, MIAMI SHORES, FL 33138 State of Florida State of Florida , grantee. Witnesseth that the GRANTOR, for and in consideration of the sum of TEN DOLLARS ($10) DOLLARS, and other good and valuable consideration to GRANTOR in hand paid by GRANTEE, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said GRANTEE and GRANTEE'S heirs, successors and assigns forever, the following described land, situate, lying and being in the County of MIAMI -DADE State of Florida to wit: Lot 9, Block 54, MIAMI SHORES SECTION 2, according to the plat thereof, as recorded in Plat Book 10, at Page 37, of the Public Records of MIAMI -DADE County, Florida. and the grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. In Witness hereof /the grantor has hereunto set his hand and seal the day and year first above tten O IO L. ROBERTS P.O. Address: P.O. BOX 47. 193, Miami, FL 33247 STATE OF Florida COUNTY OF Miami - Dade The foregoing instrument was acknowledged before me this 2?73 t day of /) Augu S A C ANTONIO L. ROBERTS, A MARRIED MAN py, ,. ``,1,YP/ /, gll sln (mVJ he is personally kno�P'�o M��h rida driver's lice . Expires; Mar 11, 2007 off BondedThru Atlantic Bonding Co., GM Printed Name: Notary Public My Commission Expires: Laser Generated by 0 Display Systems, Inc., 2003 (863) 763 -5555 Form FUND-I entification. , grantor, and (Seal) , 2003 by • • TEST BORING. LOCATION SKETCH ' • TEST BORING LOCATION WINGERTER LABOR INC. Drawer L. North Miami. Florida 33261-1529 / PRO SED P001 JR' DRIVEWAY 552 9.F 5 -h /4 POOL DECK OPEN TERRACE OP05E0 0- TO RESIDENCE P55 ®ORRI 5 CI 1050 GAL FRONT AREA 1250 5F PREPARED BY: RP DATE: lott J Mr. Mike Meyer Proposed Single Family Residence 530 N.E. 96t Street, Miami Shores, FL Page: B -2 98th Ter 100th 99th 6th - I St > 141i samrfl S} 14ke .,V84 111 . LAKEs N ,- rcQ Iao Terrd t- -PARK 7 > _ Sc -1 83r tli <85th 75th t ! t 63 rd tArcugc 63 ill St NE 62nd ago 61 st 60 -- ;�;h.w ' ii 932 Wins �• 5, a .Ii��I 10� ®=® i t -nisi 1 Q 100th St ®�� 00th 5 sanarms mum 99th aI ®R5' Sr ®9 98th • osTi . mr,T y t , �. � �- St a'9 , iY st ■ li ` �11i1.�U{ [WI U; 1 1115 1C 511111 Min 517E Ali M Lam= '° a ,u .= . - St • th � c a�w `� � '" !93rd ®®g � 93.rd IF I .l 92 nd Q ®®D l EE i umar '!. * s � ®-12 , �- 90 th Li _ii: EWEN 11111111111111K7 ,Int 89th, ... , ,A��aw i p • - - .. -, o.. - 1:f4 .•1 tea, �•ia 59 WINGERTER LABORATORIES INC. North Miami. Florida 33261-1529 TEST BORING LOCATION MAP ! , S PREPARED BY: gp Mr. Mike Meyer Proposed Single Family Residence 530 N.E. 96 Street, Miami Shores, FL Page: B -1 DATE.: �/I•/oy C • • • Symbol Description Soil symbols Sand OMMOSM :on:oal munomm munmcm iiOOWG lWMMWPM : • Misc. Symbols Soil Samplers Fragmented limestone and sand Limestone with some to trace sand Sand with some to trace limestone Water table at boring completion Standard penetration test LEGEND • (305) 944-3401 Street 1-800-345-SOIL Miami, FL 33181 WINGERTER LABORATORIES, INC. WINGERTER LABORATORIES INC. Professional Engineering & Testing TEST BORING LOG CLIENT: Mr. Mike Meyer PROJECT: Proposed Single Family Residence LOCATION: As shown on boring location sketch DRILLER: J. Cooper DRILL RIG: CMS DEPTH TO WATER: 6.0' BORING NO.: B -2 ELEVATION: - DATE STARTED: 3 -9 -04 DATE COMPLETED: 3 -9 -04 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES 0 — 1 — - ..t.. 3 - : :: ;! 3 4 2 — 3 3 — l 3 4 — 4 5 5 — 6 — 8 6 7 8 9 — 10 11 — 12 — 13 — 14 — 15 — 16 — 17 18 19 20 21 22 23 24 25 26 Y rOO io aeHN Y � M4wwr11 i wrMr�M s Mlwrewl •oezo v OLO IM a000[o MISIMMOIal fiirHWY wrwwwl 5--- rrl nMrM wlewwmw Ca a[I Y rrw Y rirrrrY IMMOSIM.1 H Iwl MrnM rMlwrwwl 0 !00=11 OQOLOI11 v :oaoco [YYYYYII rr�r�r+r wwr ! www O ;«mn oonwwol misnomm misammem IwVPwrwlM rnwrnwl a cac Moons... innISMOn rra.r`eYUr wwomwl weewwmM ooncwnl 27 — 28 — 29 — 30 — 31 — 32 33 — 10 6 a 6 7 7 5 4 7 5 7 8 4 6 8 8 This information pertains on SOIL DESCRIPTION Dark gray silica SAND with trace fragmented limestone (fill) Dark tan silica SAND Tan LIMESTONE with trace limesand Boring terminated at 15.0' STANDARD PENETRATION TEST SAMPLE NO. 1 2 3 4 5 6 7 SAMPLING INTERVAL 0.0 -2.0 2.0 -4.0 4.0 -6.0 6.0 -8.0 8.0 -10.0 10.0 -12.0 13.0 -15.0 N 6 3 11 1n 12 12 14 N -value CURVE 10 30 50 70 90 • • ly to this boring and should not be interpreted as being indicative of the site. 1820 N.E. 144th Street,' North Miami, FL 33181 (305) 944 -3401 1-800-345-SOIL WINGERTER LABORATORIES, INC. Page A -3 • • • Nai, WINGERTER LABORATORIES INC. Professional Engineering as Testing TEST BORING LOG CLIENT: Mr. Mike Meyer PROJECT: Proposed Single Family Residence LOCATION: As shown on boring location sketch DRILLER: J. Cooper DRILL RIG: CMS DEPTH TO WATER: 6.0' BORING NO.: B -1 ELEVATION: - DATE STARTED: 3 -9 -04 DATE COMPLETED: 3 -9 -04 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES 0 — ai00iO AM MYI IaIYYYYY 1•Mt•111IMI •IMwYMIN rwwwewl 6.112122111[1:1 • •:o1711 LYI•)•YMI f/iYYWY • nfln T iM VD w a .ca =o e arn o • •1MY1 iUM�w M 1w.NYM1N /wwww•l 6wr10 =O OvYiO Ol Lwi•10t•:o L111010• YY11 1/iY1•WY 1.071110111.101111 •In r fl1 1.1.1.1•••••1111 Iwcwweew onsarrral aaou :Y LYYMYYI Y Y ww 11111•11141.111011 awon= cn—o o LIaY1<YIJV 1 s.acoQo L Y{I .&•11.11 MI w n wwl•••w rw•••••wl Iwtwwmw 2 — 3 — 4 — 5 — 6 7 — 8 — 9 — 12 13 — 14 — 15 — 16— 17 — 18 — 19 20 — 21 — 22 — 23 24 25 26 27 28 29 30 31 32 33 1 1 5 5 4 4 5 5 10 6 4 4 6 4 6 6 8 12 8 6 6 5 4 5 This information pertains on SOIL DESCRIPTION Dark gray to dark brown silica SAND Tan LIMESTONE and brown silica SAND Tan LIMESTONE with trace limesand Boring terminated at 15.0' STANDARD PENETRATION TEST SAMPLE NO. 1 2 3 4 5 6 7 8 SAMPLING INTERVAL 0.0 -2.0 2.0 -3.0 3.0 -4.0 4.0 -6.0 6.0 -8.0 8.0 -10.0 10.0 -12.0 13.0 -15.0 N 2 6 9 10 10 20 9 N -value CURVE 10 30 50 70 90 ly to this boring and should not be interpreted as being indicative of the site. • (305) 944-3401 Street, " North 5 SOIMiami, FL 33181 WINGERTER LABORATORIES, INC. Page A -2 • 0 10 15 20 25 Page A- 1 5 - • MULTIPLE BORING PROFILE(SUMMARY) Proposed Single Family Residence B-1 i*Ordid3 NUMMI MAMMAL BYWAY IBIPSOININ CIII211121! MOM= 1711101:110E MAIM 1141ffil !MIN= b11101:1i 11101111126 .111111■Ell MI MAMA IMMO= MEM= ZOICCEN Palli 1.1110• MIMI= EIBM11315 4 1 10 20 B-2 6 14113111111E whisona. 11 I1 IM prirl e g lI r 1110•1 0 rat I MIME EMI= 611311111111 .111111111.1111. MEW! • mum 12 • Mai 1 i • r • LIMA U1.111 MIPIPIEMS =UWE MUM= Valium 10 12 14 • • - 15 0 5 10 - 20 25