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1207 NE 92 St (2)PHONE %MUM 816 -1552 (aril Tun,itrnr #tun Chu. BUILDERS AND GENERAL CONTRACTORS maxxxxxxx=mmatnnoxP.O.Box 991 NORTH MIAMI, FLORIDA Re: 1207 N. E. 92nd Street Miami Shores Fla. List of Sub- contractors Airconditioning Hogan Airconditioning 3,60 c° Cabinets Scheibling Bros. Driveway L. C. Morris, Inc. Electrical Tri -City Electric Inc. �s 7 Flooring Atlas Flooring Go. Painting Kopanke & Braun Plastering Ed. Braddock Plastering - oe2 �H 0rn E' �L=,:9 � 'v' Plumbing Patterson Plumbing Inc. ;; Piling Geo. E. Bunnelli. Roofing Sheet Metal Specialty Co. Tile Campbell's Tile Shop Windows Stanley Bldg. Specialties Co. .3-7 sic— 24 P2 2. 1 1. 1 17 `cq�E ./' 2G� 2 t' L / 77 2' • • 7 J7/ / ■ /e I / 1 ..._ 74 • Sj S'4 r- N c J Sici12.3411 OF SURVEY Lot 19 less the East 50 feet thereof, and all of Lot 20, Block 2, BAY' LURE, accordin3 to the plat thereof rec- orded in Plat T3ook 44, at page 03, cif.' the Public Re corl s of 'Dace 'Jaunty, Flor-idaa CHD.# 1961 December 5, 1955 F.3.# 42 -34 Scales Shown 1 . REBY J7MT IW: That the attached u .1 E2 JH JF SURVLY of the above des - cribed property is true and correct tz the bast, of my knowledge anci be- 1'_ef as recently survezed ar.l plat- ted urydea my direction.. ASSJJLATED I4iD. � H. . 'i'sL,sr�tl' Rezistered Laud Surveyor #8239 Sl'.al.0 JF FI.JR1Da 1` Company Phone # Approved Correction Re- Insp'n Fee 1 RE- OCCUPANCY APPLICATION Contact Name Buyer Seller Property Address City Miami Shores State 3F32.. MIAMI SHORES VILLA BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date l ' 10 Type Insp'n OCC-LJ Permit No. CRO 2005 ; 9 6 Name cPcI I c K c-r Address I Z't t N€ c9 2. ST D Fly l2 CD` - - 9J I r r ( ) 13B - (o coo Inspection Date 2 �S Miami Shores Village Building Department Q Fl e foregoing information is accurate. ANN NY Conitilillbi00217111P :xpfres January 1 *. '009 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 Permit No. ZO 2 - 0 ° 5 - i q Co Loc ID Phone # 365-'3-6z-566o Zip -3"3 t ling of the property is for single- family residential use and reside therein. I also understand that any Certificate of Re- 'ores Village certifies only that the referenced property is rat such Certificate does not constitute any representation, the dwelling or other structures on the property. refore me this /42 - day of rsonally known to me or who has as identification and who did take an oath. 20 c Re -Occ. $60.00 Notary $5.00 CCF $0.60 7 40p. °o - 1 SEP 01 PAID Total 4 1 TUB UNIT FEE ITEM UNIT SWITCH CURETS FEE ITEM • SPACE HEATERS . • UNIT ET LIGHT CURETS . CENTRAL )•PAT I NG WASHER RECEPTACLES A/C (WIND) .- J 'CSAL SERVICE TDRAARY A/C (CENTRAL) / g 7T 4 NXING FCUA{TAIN SERVICE SIZE IN AMPS DUCT W RK OR DRAIN l SERVICE REPAIR/MtETER OIANE REFRIGERATION ASE TRAP APPLIANCE CURETS PROCESS AND PRESS PIPING ERCEPTCR RANGE TOP UNDERGROUND TANKS ATORY OVEN ABOVE GROUND TANKS MDRY TRAY WATER NEATER U.F. PRESSLRE VESSELS !TNES WASHER MOTORS 0- 1 FP STEAM BOILERS i'WER MOTCAS OVER 1- 3 FP HOT WATER BOILERS 0(, POT /3 COMP, MOTCRS OVER 3- -5 FP M ECHANICAL VENTILATION 44K, RESIDENCE MOTORS OVER 5- 8 FP TRANSPORTING ASSEMBLIES {K. SLOP MOTORS OVER 8- 10 FP ELEVATORS/ESCALATCRS •PCRARY WATER CLOSET MOTORS OVER 10- 25 NP FIRE SPRINKLER SYSTEMS INAL MOTORS OVER 25-100 FP COOLING TOWERS TER CLOSET MOTORS OVER 100 PP VIOLATION ]IRECT WASTES A/C WINDOW REINS?ECTION TER SUPPLY TO: AIR CONDITIONERS . A/C UNIT STRIP HEATER ' FIRE SPRINKLER GENERATORS TRAWCAPERS - HEATER -NEW INST. GENERATORS TRAhSFCR ),ERS 1_ HEATER -REPLACE GENERATORS TRA2SFCANERS 1 LAN SPRINKLER -WELL SPECIAL FLAME SWIMfi1ING POOL OUTLETS CGPNERCIAL WATER SERVICE • SIGN TIRES rtER CONNECTIONS SIGN TRA SFCn.4ERS ILITY -SEWER SIGN TIME CLOCK ILITY -WATER FIXTLRES PT IC TAN4 ANTENNA LAY TELEVISION CURETS AINFIELD. 4' TILE/RES. VIOLATION NP & ABANDON SEPTIC TANK REINSPECTION 1AXAGE PIT CU. FT. ,TCH BASIN SCHARGE WELL :.'kST IC WELL lEA CRAIN ,_____, ILAR WATER HEATER - r RE STANDPIPE bL PIPING • IN SPRINKLER SYSTEM S RAGE — :TER SET (GAS) S PIPING APPLII CATION FOR BUILDING PERMIT MUST ACCOU•+?ANT THIS ADDENDUM. IF A RASTER PERMIT HAS B. .TAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIO PLUMBING ELECTRICAL MECHANICAL PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT' SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLI.JMB(NG FIRE " PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL I. Sublact to compliance with alt Federal. State. County. Wage rotes and regulations. Village assumes no responslb(1(ty for accuracy of/or results from these plans. 2. Thlt copy of plans mutt be available on building site or no Inspection wtIt be conductad. JOB ADDRESS I t) ( M E • ... ST APPLICANT 5e. Pe PHONE It APPUCATION POd ifi h SHEET OF MISCELLANEOUS DATE 'BUNINy: CRITIQUE SHEET COMMENTS C c rreA f SC(r P £//ec - s ekcrroctc. 1tt l'" L (1--; (5 ' -€ H1&C. et 6c7a r� Scc & s 1 -61 ?\ plc) p' ei^ sr� 7 J arO INITIALS Pitore spQc orl PAY TO THE ORDER OF ORSO, INC PH. 305 -751 -2214 8990 BISCAYNE BLVD. MIAMI SHORES, FL 33138 First Union National Bank ® firstunlon.com Org. 003 R/T 067006432 =OR 11.00 3 L 5611' 1 :06 70064 3 21: 2090000 58060611' 63- 643/670 BRANCH 13093 I dq - © DATE Y FLEXIBLE BUSINESS BANKING $ cog, e,c9 SecurOy DOLLARS r `° "' BUILDING OWNER'S NAME KEVIN SEPE BUILDING STREET ADDRESS (Including Apt 1207 NE 92ND ST CITY MIAMI SHORES LATITUDE/LONGITUDE (OPTIONAL) ( ##O - imr - ##.##" or ##. �{T#) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: Policy Number Company NAIC Number 01 -1888 ., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. . . • Li NAD 1927 Li NAD 1983 FLORIDA STATE PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) BUILDING USE (e.g., Residential, Non- residential, Addition, Accessory, etc. Use Comments section if necessary.) RESIDENTIAL SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION ADIS N. NUNEZ TITLE REGISTERED LAND SURVEYOR ADDRESS _555 N. S RE DR. �IGNATURE () Ce MA Form 81- 31'JUL 00 SEE REVERSE SIDE FOR CONTINUATION O.M.B. No. 3067 -0077 Expires July 31, 2002 33138 ZIP CODE HORIZONTAL DATUM: SOURCE: Li GPS (Type): Li USGS Quad Map Li Other: B1. NFIP COMMUNITY NAME & 120652 COMMUNITY NUMBER 1 B2. COUNTY NAME MIAMI —DADE 83. STATE FLORIDA B4. MAP AND PANEL NUMBER 12025C0093 B5. SUFFIX B6. FIRM INDEX DATE 1. • 7/17/95 B7. FIRM PANEL EFFECTIVE/REVISED DATE 3/2/94 B8. FLOOD ZONE(S) B9. BASE FLOOD ELEVATION(S) (Zone AO use gepth of flooding) $.00 BI0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile LI FIRM . 1J Community Determined U Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: IX ( NGVD 1929 1J NAVD 1988 LJ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1J Yes Designation Date: LJ No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: LIConstruction Drawings* 1JBuilding Under Construction* 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 C3a -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 ATGVD Conversion /Co'mments Elevation reference mark used BENCH MARK Does the elevation reference mark used appear on the FIRM? IX 1 Yes I No ❑ a) Top of bottom floor (including basement or enclosure) 7 .80 ft(m) ❑ b) Top of next higher floor N/4 ft.(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) N/A ft.(m) ❑ d) Attached garage (top of slab) 5 .61 ft.(m) ❑ e) Lowest elevation of machinery and /or equipment servicing the building 5 .34 ft.(m) ❑ f) Lowest adjacent grade (LAG) 4 .91_ ft.(m) ❑ g) Highest adjacent grade (HAG) 5 .3L 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 C3h N/A sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER 5924 COMPANY NAME BLANCO SURVEYORS, INC. CITY STATE ZIP CODE MI;(I" "BEACH FLORIDA 11119 DATE 10/ 31/01 T L ) PHONE (305 865 -1200 REPLACES ALL PREVIOUS EDITIONS 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. 1207 N.E. 92ND ST. CITY SS TATE MIAMI SHORES FLORIDA . 33138 ZIP CODE [ ComPanY.NAIQNumber ,,i 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 ADDRESS SIGNATURE COMMENTS COMMUNITY NAME SIGNATURE BM# B -62 SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WI H O U T BFE) s ) FO (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 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) I (check one) the highest adjacent grade. ( m ) ( Iin.(cm) LI above or LI below E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I_ ft.(m) LI_Iin.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? LI Yes I No I Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community - issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME SECTION G - COMMUNITY INFORMATION (OPTIONAL) — 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, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. I 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 ,G2. 1_1 A community official completed Section E for a building located in Zone A elevation data in the Comments area below.) (without a FEMA - issued or community- issued BFE) or _G3. 'rhe following information (Items G4-G9) is provided for community floodplain management purposes. — G4. PERMIT NUMBER G5. DATE PERMIT ISSUED 6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY SSUED G7. This permit has been issued for: LI New Construction L. 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: LOCAL OFFICIAL'S NAME FEMA Form 81 -31, JUL 00 ' LOCATOR# 3250 S CITY DATE TELEPHONE TITLE TELEPHONE For Insurance Company Use: Policy Number ELEV. 8.74' STATE ZIP CODE . ft.(m) Datum: _ ft.(m) Datum: DATE COMMENTS 1 —I Check here if atta /=E REPLACES ALL PREVIOUS E BUILDING OWNER'S NAME KEVIN SEPE 01 - 1888 BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1207 N.E. 92ND ST. CITY MIAMI SHORES BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL.) ( ##° - ##' - ##.##' or ##.#1#i##) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the Instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) For Insurance Company, Use: • Policy Number Company NAIC Number HORIZONTAL DATUM: SOURCE: LI GPS (Type): LJ USGS Quad Map Li Other: L_I NAD 1927 LI NAD 1983 FLORIDA STATE SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION O.M.B. No. 3067 -0077 Expires July 31, 2002 33138 ZIP CODE B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 162 COUNTY NAME B3. STATE • 120652 MIAMI — DADE I FLORIDA B5. SUFFIX B4. MAP AND PANEL NUMBER 12025C0093 B6. FIRM INDEX DATE 7/17/95 B7. FIRM PANEL EFFECTIVE/REVISED DATE 3/2/94 B8. FLOOD ZONE(S) B9. BASE FLOOD ELEVATION(S) (Zone AO usse of flooding) BI0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. LJ FIS Profile IJ FIRM LJ Community Determined (J Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ILI NGVD 1929 LJ NAVD 1988 IJ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? LJ Yes IJ No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: LjConstruction Drawings* JBuilding 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 C3a -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 NGVD Conversion/Comments Elevation reference mark used BENCH MARK Does the elevation reference mark used appear on the FIRM? ILI Yes I I ❑ a) Top of bottom floor (including basement or enclosure) 7 .80 ft.(m) ❑ b) Top of next higher floor N/A ft.(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) N/A ft.(m) ❑ d) Attached garage (top of slab) 5 .61 t(m) ❑ e) Lowest elevation of machinery and /or equipment servicing the building 5 .34 ft.(m) ❑ f) Lowest adjacent grade (LAG) 4 .93_ ft.(m) ❑ g) Highest adjacent grade (HAG) 5 .12_ 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 C3h N/A sq. in. (sq. cm) 0 d 0 wa E Z . SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 8, • 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 LICENSE NUMBER ADIS N. NUNEZ TITLE 5924 REGISTERED LAND SURVEYOR COMPANY NAME ADDRESS BLANCO SURVEYORS, INC. 555 N. S RE DR. CITY STATE ZIP CODE SIGNATURE '�J , n lDATE "BEACH FLORIDA 1 1q t ,� / DATE 10/31/01 (3� EP 865 FEMA Form 81-31 'JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS 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. 1207 N.E. 92ND ST. CITY MIAMI SHORES ADDRESS SIGNATURE COMMENTS BM# B - 62 FLORIDA PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME CITY 33138 ZIP .DATE TELEPHONE .Company,NAIC Number r iii arance Company Use: Policy Number , . 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 LOCATOR# 3250 S ELEV. 8.74 SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WI H attachments BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting BFE) information for a LOMA or LOMR -F, Section C must be completed. E1. 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 LL.m I ft. (check one) the highest adjacent grade. ft.(m) I I jin.(cm) 1_1 above or U below E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is II ft.(m) LLiin.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? I Yes LI No LI Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community issued BFE) or Zone AO must sign here. STATE ZIP CODE L j Check here if attachments • SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B,. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The 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 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.. LThe following information (Items 04 -09) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED 1 G6. DATE CERTIFICATE OF COMPLIANCEJOCCUPANCY ISSUED G7. This permit has been issued for LI New Construction . LI Substantia 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: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 -31, JUL 00 TITLE TELEPHONE DATE ft.(m) Datum: ft.(m) Datum: Check here if attachments REPLACES ALL PREVIOUS EDITIONS .. . 7.3.o . ./.?..5.o' • • 0% /2 co 5 _7 a 9 /o // o a — ora n I\ : /3. 21 20 /9 /8 /7 /6 I25 m /4 N. /00' • .. / 25.0 1 / - N.E. N. E. LEGAL DESCRIPTION: LOCATION S CE TCH 93P0. 92ND. SCALE: r: /20" STREET. STREET. 7.5 • o.cor The West 25 feet of Lot 19 and all of Lot 20, Block 2, BAY to the plat thereof az recorded in Plat Book 44 at Page 63 Records of Dade County, Florida. PROPERTY ADDRESS: 1207 N.E. 92 Street, Miami, Florida Elevations are referred to N.G.V. Datum (1929) based upon a Bench Mark No. B -62 the same being a brass bar in concrete monument. Located at NE 10 Avenue & 96 Street. Elevatin: 8.74. JNING, LONE_U a i - r3ACKS, UNDERGROUND EASEMENT!' i\ND RIGHT -OF -WAYS. ETC. FRO- • \BSTRACT TO BE VERIFIED AND/.: - OBTAINED BY OWNER, ARCHITEC - ' OR WIDER BEFORF DESIGN 07 SKETCH NO 33853 THIS IS TO CERTIFY to the above named firm and /or persons that the "BOUNDARY SURVEY" of the herein described property is true and correct to the best of our knowledge and belief as recently surveyed and platted under our direction, also that there are no visible encroachments other than those shown. The legal description contained herein was furnished by owner or his representative. Other recorded instruments may affect this property. Surveyor has not examined the abstract of title. Location of utilities on or adjacent to the property were not secured unless 3peciNcally requested by owner. This survey meets the Minimum Technical Standards set forth by the FBLS pursuant to Chapter 472.027, Florida Statute Date 03/01/01 F.B. No. Job No. E. R. BROWNELL & ASSOCIATES, INC. 3152 Coral Way Miami, Florida 33145 File 5d961 This drawing is the property of E. R. Brownell & Associates, Inc. Reproductions of this drawing are not valid unless embossed with the surveyor's seal. 1991 • By: LEGEND. • S.I.P. - f:L?'.• D.M.E. U.E. P 0.C. P.O.B. A..R.T F.F. ELEV. N.G.V. c.s.s. . ENCR. CL. ST y. RES. • CONC. c. t� C.L.P. (M) 4Q• BLDG. W.M. F.H.• A/C LURE, according of the Public = Set W' Iron Pipe LB # 769 • = Found Si" Iron Pipe • = Drainage & Maintenance Easement = Utility Easement = Point of Beginning Point of Beginning. Arc, Delta. Radius, Tangent = Finish Floor Elevation = National Geodetic Vertical = Concrete Block Stucco = Encroachment = Clear = Story = Residence = Concrete Centerline = Monument Line = Chain Link Fence = Measured' . = Platted = Calculated = Building _ Water Meter = Fire Hydrant = Air Conditioner Phone: 446 -3511 Fax: 444 -2034 E. R. BROWNELL & ASSOCIATES, INC. ~ John Liptak/ Professional Land Surveyor # State of Florida 5664 rn NO. 0 m.� POLF 0 i V F/P � y • 0,45- r ' cL (. 0.3.5' F/ P DATE ,„ . �, ` 1 ,, k V i 4 V x ., ,, N, . k . %,q /0.0 d J. N. BOUNDARY SURVEY Gc7rox fEEL . F. B. ;�.t( 7 7A1,o0 c,,'. • DEc/c. ,- -^ < — � I / lZo z \ h a o ,c.. s. ,. • .1, 1.0 -Z0, 0 • / o o' (,e) /,N SCALE: I 20' • % /tenole ,2 ./0. ONE STo/2y C L3 5. /2—e5. N ° 207 FF .3 .QOO v 100: o-o• (RJ (M) d.5 - /S:!4 / / � <z'V REVISION DESCR3PTION 34.45• 8.23 O n' J 0 V D 445 .SO(P. 'Ke)(AI) F�•P et 7.5'.00 0 v 25' APPROVAL 13AYSHORE 81 DRIVE. Ec9FE• 'ON 1-101 0 U LL � 0 N. E.. Date 03/01/01 L0C TI®t`E' SKETCH 93RD. N. E. LEGAL DESCRIPTION: SKETCH NO. 33853 92ND. PROPERTY ADDRESS: 1207 N.E. 92 Street, Miami, Florida • Elevations are referred to N.G.V. Datum (1929) based upon a Bench Mark No. B -62 the same being a brass bar in concrete monument. Located at NE 10 Avenue & 96 Street. Elevatin: 8.74. AMG, ;ONEU i REE I ;.i.vi:�, i - CKS, U4` DERG�ROU D E SE���E 'MC ROObT- OF- WAYS ETC. C. FRO \OS R CT TO BE VENRED AMOK: • OC TMED BY OWNER, ARC TCC': OR (MOLDER BEFORE nES9CR! 07 F.B. No. Job No. File d9f 1 This drawing is the property of E. R. Brownell & Associates, Inc. Reproductions of this drawing are not valid unless embossed with the surveyor's seal. © 1991 SCALE: r= /20" I 750 „ I /S'0.07 • STREET. STREET. I:- I E. R. BROWNELL & ASSOCIATES, INC. 3152 Coral Way Miami, Florida 33145 750 85.0' 3 The West 25 feet of Lot 19 and all of Lot 20, Block 2, BAY to the plat thereof a.= recorded in Plat Book 44 at Page 63 Records of Dade County, Florida. taGEND: S.I.P. F:LP' • • D.M.E. U.E. P O.C. P.O.B. AA.R,T P.F. ELEV. N.G.V. ENCR. CL. STy. RES. CONC. n1 C.L.F. m) BLDG. W.M. F.H. A/C r ro a O LURE, according of the Public = Set'/" Iron Pipe LB # 769 = Found ' /," Iron Pipe • = Drainage & Maintenance Easement = Utility Easement = Point of Beginning = Point of Beginning. = Arc, Delta. Radius, Tangent = Finish Floor Elevation = National Geodetic Vertical = Concrete Block Stucco = Encroachment = Clear = Story = Residence = Concrete = Centerline = Monument Line = Chain Link Fence = Measured' = Platted = Calculated = Building = Water Meter = Fire Hydrant = Air Conditioner Phone: 446 -3511 Fax: 444 -2034 THIS IS TO CERTIFY to the above named firm and /or persons that the "BOUNDARY SURVEY" of the.'herelrt described property is true and correct to the best of our knowledge and belief as recently surveyed and platted under our direction, also that there are no visible encroachments other than those shown. The legal description contained herein was furnished by owner or his representative. Other recorded instruments may affect thir.,property. Surveyor has not examined the abstract of title. Location of utilities on or adjacent to the property were not secured unless 3peciNcally requested by owner. This survey meets the Minimum Technical Standards set forth by the FBLS pursuant ■o Chapter 472.027, Florida Statutes. E. R. BROWNELL & ASSOCIATES, INC. A " B y . e .. e John Liptakl Professional Land Surveyor # State of Florida 5664 F/P • 0,45 0 Pow o U CO ° /8. 6.5' o. 35' V 14 I l ss>, N t t '2d 6 ' • h 40 I ,.i /,5' /0.0' DATE J. N. F. B. REVISION DESCRIPTION APPROVAL 4./ �/ tri - - _p1Z dE__ - — _ OUNDARY SURVEY 4 GGF 1 lc SCALE: 1 20' /00 , o o • (2) /,w) DEc/c /7 o' i . ' h 3 Z.o �` 1 0/-/6 SToe.Y c e 5. 2Es. /J °. /20 f 8.23 2O, 0-- ====== a /OP 8.. 3 4.45 _ '_ 'Nt 38.9 /OD. 0 (RJ (,- () 0 0./5' cam. j 475.0e 0 00 2 Son' /aJ( 4) P .PcO. tki - .. . .. - 75.0' 14 1?5.0' :/2 m 5 6 ,7 8 9 /0 // ti ' 2 o /a . 2/ 2D /9 /8 /7 /6 /5 ° ~ 25 /4 03 . 75.0 IZSo _ 0 U LL � 0 N. E.. Date 03/01/01 L0C TI®t`E' SKETCH 93RD. N. E. LEGAL DESCRIPTION: SKETCH NO. 33853 92ND. PROPERTY ADDRESS: 1207 N.E. 92 Street, Miami, Florida • Elevations are referred to N.G.V. Datum (1929) based upon a Bench Mark No. B -62 the same being a brass bar in concrete monument. Located at NE 10 Avenue & 96 Street. Elevatin: 8.74. AMG, ;ONEU i REE I ;.i.vi:�, i - CKS, U4` DERG�ROU D E SE���E 'MC ROObT- OF- WAYS ETC. C. FRO \OS R CT TO BE VENRED AMOK: • OC TMED BY OWNER, ARC TCC': OR (MOLDER BEFORE nES9CR! 07 F.B. No. Job No. File d9f 1 This drawing is the property of E. R. Brownell & Associates, Inc. Reproductions of this drawing are not valid unless embossed with the surveyor's seal. © 1991 SCALE: r= /20" I 750 „ I /S'0.07 • STREET. STREET. I:- I E. R. BROWNELL & ASSOCIATES, INC. 3152 Coral Way Miami, Florida 33145 750 85.0' 3 The West 25 feet of Lot 19 and all of Lot 20, Block 2, BAY to the plat thereof a.= recorded in Plat Book 44 at Page 63 Records of Dade County, Florida. taGEND: S.I.P. F:LP' • • D.M.E. U.E. P O.C. P.O.B. AA.R,T P.F. ELEV. N.G.V. ENCR. CL. STy. RES. CONC. n1 C.L.F. m) BLDG. W.M. F.H. A/C r ro a O LURE, according of the Public = Set'/" Iron Pipe LB # 769 = Found ' /," Iron Pipe • = Drainage & Maintenance Easement = Utility Easement = Point of Beginning = Point of Beginning. = Arc, Delta. Radius, Tangent = Finish Floor Elevation = National Geodetic Vertical = Concrete Block Stucco = Encroachment = Clear = Story = Residence = Concrete = Centerline = Monument Line = Chain Link Fence = Measured' = Platted = Calculated = Building = Water Meter = Fire Hydrant = Air Conditioner Phone: 446 -3511 Fax: 444 -2034 THIS IS TO CERTIFY to the above named firm and /or persons that the "BOUNDARY SURVEY" of the.'herelrt described property is true and correct to the best of our knowledge and belief as recently surveyed and platted under our direction, also that there are no visible encroachments other than those shown. The legal description contained herein was furnished by owner or his representative. Other recorded instruments may affect thir.,property. Surveyor has not examined the abstract of title. Location of utilities on or adjacent to the property were not secured unless 3peciNcally requested by owner. This survey meets the Minimum Technical Standards set forth by the FBLS pursuant ■o Chapter 472.027, Florida Statutes. E. R. BROWNELL & ASSOCIATES, INC. A " B y . e .. e John Liptakl Professional Land Surveyor # State of Florida 5664 F/P • 0,45 0 Pow o U CO ° /8. 6.5' o. 35' V 14 I l ss>, N t t '2d 6 ' • h 40 I ,.i /,5' /0.0' DATE J. N. F. B. REVISION DESCRIPTION APPROVAL 4./ �/ tri - - _p1Z dE__ - — _ OUNDARY SURVEY 4 GGF 1 lc SCALE: 1 20' /00 , o o • (2) /,w) DEc/c /7 o' i . ' h 3 Z.o �` 1 0/-/6 SToe.Y c e 5. 2Es. /J °. /20 f 8.23 2O, 0-- ====== a /OP 8.. 3 4.45 _ '_ 'Nt 38.9 /OD. 0 (RJ (,- () 0 0./5' cam. j 475.0e 0 00 2 Son' /aJ( 4) P .PcO. tki RE: Sub - Surface Investigation for proposed addition to be Located at 1207 N.E. 92 Street, Miami Shores, Florida ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. TESTING LABORATORIES- ENGINEERS- INSPECTION SERVICES- CHEMISTS DRILLING- ENVIRONMENTAL SERVICES Hialeah, August 14, 2001 Allen Seppy 1207 N.E. 92 Steret Miami Shores, Florida Dear Sir: Pursuant to your authorization, ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC., conducted a sub - surface investigation at the above referenced project. The investigation was performed on August 9, 2001. The purpose of the investigation was to develop preliminary information about the site and the subsurface conditions existing at the proposed building location in order to evaluate site preparation procedure and foundation design criteria. To achieve the desired objective two (2) standard penetration test borings were performed and the logs are enclosed in this report. TEST METHOD The borings were conducted in accordance with procedures outlined for standard penetration test and split spoon sampling of soils by ASTM Method D -1586. A two (2) feet two (2) inches O.D. Split Spoon Sampler was driven into the ground by successive blows with 140 Ib. Hammer dropping thirty (30) inches. The soil sampler was driven two (2) feet at a time then extracted for visual examination and classification of the retained soil sample. The numbers of blows required for one (1) foot penetration of the sampler is designated as "N" (Known as the standard penetration resistance value). The "N" Value provides an indication of the relative density of non - cohesive soils and the consistency of cohesive soils. Suitable corrections are applied to this number in order to include the effects of soil overburden pressure and other factors. A general evaluation of soils is made from the established correlation between "N" and the relative density or consistency of soils. 25 East 4 Street., Hialeah, Florida 33010 P.O. BOX 661 Hialeah Florida 33010 Phone: (305) 888 -3373 Fax: (305) 888 -7443 Page Two August 14, 2001 This dynamic method of soil testing has been widely accepted by foundation engineers and architects to conservatively evaluate the bearing capacity of soils. A continuous drilling and sample procedure was used. Therefore, the samples were taken at intervals of two (2) feet, or at every change in soil characteristics. The types of foundation material encountered have been visually classified and are described in detail in the boring Togs. The results of the field penetration test are presented in the boring logs in numerical form. The average ground water level at the site was found at one (1) feet six (6) inches below the existing surface at the time of drilling (see boring logs). Fluctuation in the observed groundwater level should be expected due to seasonal climatic changes, rainfall variation, surface water run -off and other specific factors related to site in question. FOUNDATION RECOMMENDATION Based on the sub - surface conditions encountered ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC., have evaluated a number of foundation systems for support of the proposed structure. Special consideration in the analysis was given to the following: 1.- The presence of layers of very loose silty material of varied thickness, which makes the site less appropriate for construction using regular spread footings and single column pads at the existing grade for the proposed structure. 2.- Length to width ratio of the proposed structure with special emphasis on differential settlement. Given the above , the following foundation systems were selected. A.- AUGERCAST (pressure grouted) PILES Augercast (pressure grouted) piles is a feasible foundation alternative. The capacity of these piles is essentially developed in tip bearing and side friction. When these piles are installed or socketed into place, they will "lock into" the rock and sand strata thereby providing adequate bearing capacity. The analysis for this foundation alternative consisted of determining a pile capacity for specific pile size and depth of installation. The relationship obtained is as follows: SIZE (DIA) PROPOSED LENGTH (ft) COMPRESSIVE BEARING CAPACITY 14" 28' 35 Tons Large grout volumes, possibly up to twice (or more) or the theoretical pile volume, may be required for proper auger cast pile installation. Page Three August 14, 2001 A minimum of three (3) piles should initially be driven (installed) at strategic locations in order to verify the suggested pile length . The entire pile driving (installation) operation should be properly monitored and performed in accordance with the relevant local and state requirements. The proposed length is based on the existing surface at the time of drilling. B- PRECAST PRESTRESSED CONVENTIONAL PILES: Precast prestressed conventional pile is another technically feasible alternative. We do anticipate much variations in pile top elevation, hence cut off and splicing may be unvoidable. Adequate precautionary measure will have to be taken to reduce the vibration effect of the pile driving operation. The analysis for this foundation system revealed the following size, length and capacity to be used if adopted. SIZE PROPOSED LENGTH (ft) BEARING CAPACITY 14" X 14" 28' 35 Tons A minimum of five (5) piles should initially be driven (installed) at strategic locations in order to verify the suggested pile length. The entire pile driving (installation) operation should be properly monitored and performed in accordance with the relevant local and state requirements. CONCLUSION: Regardless of the thoroughness of our geotechnical exploration there is always a possibility that conditions on the subject property (site) may be different from those at the test location. Therefore, ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC., is not responsible for any sub -soil condition different from those reported in our boring logs. This report was prepared exclusively for the use of Ellen Sepe. The conclusions provided by ALL STATE ENGINEERING AND TESTING CONSULTANTS,INC., are based solely on the information presented in this report. As a mutual protection to clients, the public and ourselves , all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to have been of service to your company. Please feel free to contact us if there are any questions or comments pertaining to this report. Si erely You Waseem Quadri, P.E. #51481 Special Inspector (Threshold Bldg) #1154 ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. WQ/nt.. AUG2001 -43/45 Depth (feet) Description of Materials DEPTH Hammer Blows on Sampler "N" Hammer Blows on Casing 1 From 0' -0" to 2' -0" B.FiII- Dark brown sand with rock Project Proposed Addition 1 N.- M N e- 1 1 1 e- (NJ e-- e- e- tf) CO to M C) t1" tf) Lt) CO N - CD CO B -1 Address 2 Fragments 08/09101 Location 2 Driller 3 From 2' -0" to 5' -0" Grey silt 4 3 5 6 From 5' -0" to 12' -0" Muck 1 7 8 1 9 10 3 11 12 2 13 From 12' -0" to 18' -0" Brown medium silica sand C,J 14 12'14' 11 15 16 14'16' 9 17 18 16'18' 6 19 From 18' -0" to 26' -0" Tan medium silica sand with coral 20 Rock fragments 18'20' 9 21 22 20'22' 10 23 24 22'24' 13 25 Client Ellen Sepe Order No 01 -0532 Address 1207 N.E. 92 Street., Miami Shores, Florida 33138 Report No Project Proposed Addition Hole No B -1 Address 1207 N.E. 92 Street., Miami Shores, Florida Date 08/09101 Location South side of proposed addition Driller MP & LT At All State Engineering & Testing Consultants, Inc. TESTING LABORATORIES - ENGINEERS - INSPECTION - DRILLING - ENVIRONMENTAL SERVICES 25 East 4 Street., Hialeah 75) — 888 -3373 Date 08/09/01 TEST BORING GVaseem Quadri PE # 51481 (Threshold Bldg.) #1154 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements conclusions or extract from or regarding is served pending our written approval. Depth (feet) Description of Materials Sample Number Hammer Blows on Sampler "N" Hammer Blows on Casing 26 24'26' 10 12 16 Address 27 From 26' -0" to 31' -0" tan coral rock 08109101 30 32 Driller MP & LT 28 26'28' 34 33 66 29 31 30 30 28'30' 29 28 58 31 29 28 32 End of Boring @ 31' -0" 30'32' 33 34 32'34' 35 36 34'36' 37 38 36'38' 39 40 38'40' 41 42 40'42' 43 44 42'44' 45 46 44'46' 47 48 46'48' 49 50 ,.,_._ .. . .. r 48'50' 1 . t- 4 Client Ellen Sepe Order No 01 - 0532 Address 1207 N.E. 92 Street., Miami Shores, Florida 33138 Report No Project Proposed Addition Hole No B -1 cont. Address 1207 N.E. 92 Street., Miami Shores, Florida Date 08109101 Location South side of proposed addition Driller MP & LT 1 - below surface At date 08/09/01 All State Engineering & Testing Consultants, Inc. TESTING LABORATORIES - ENGINEERS - INSPECTION SERVICES - CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES 25 EAST 4 STREET. HIALEAH, FLORIDA 33010 Tel : (305) — 888 -3373 TEST BORING REPORT Waseem Quadri, P.E. #51481 (Threshold Bldg) #1154 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements conclusions or extract from or regarding is served pending our written approval Depth (feet) Description of Materials DEPTH Hammer Blows on Sampler "N" Hammer Blows on Casing 1 From 0' -0" to 2' -0" B.FiII- Tan medium silica sand Project LA e-- e — ,- , 1 i i . -- N •eh L[) CO CO L() - 00 co O) O N CO r r r Hole No B -2 2 1207 N.E. 92 Street., Miami Shores, Florida Date 08109/01 10 North side of proposed addition 3 From 2' -0" to 5' -0" Grey silt 4 2 5 6 From 5' -0" to 12' -0" Muck 2 7 8 1 9 10 1 11 12 2 13 From 12' -0" to 18' -0" Light brown medium silica sand 14 12'14' 9 15 16 14'16' 11 17 18 16'18' 9 19 From 18' -0" to 26' -0" Tan medium silty sand with coral 20 Rock fragments 18'20' 16 21 22 20'22' 19 23 24 22'24' 21 25 1111 -1.— I - /1 1 r Client Ellen Sepe Order No 01 -0532 Address 1207 N.E. 92 Street., Miami Shores, Florida Report No Project Proposed Addition Hole No B -2 Address 1207 N.E. 92 Street., Miami Shores, Florida Date 08109/01 Location North side of proposed addition Driller MP & LT At All State Engineering consultants, Inc. TESTING LABORATORIES - ENGINEERS - INSPECTION - DRILLING - ENVIRONMENTAL SERVICES 25 East 4 Street., Hialeah Florida 15) — 888 -3373 - 6 below s � ce Date 08/09/01 TEST BORING aseem Quadri PE # 51481 (Threshold Bldg.) #1154 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements conclusions or extract from or regarding is served pending our written approval. Depth (feet) Description of Materials Sample Number Hammer Blows on Sampler "N" Hammer Blows on Casing 26 24'26' 13 15 26 Address 27 From 26' -0" to 31' -0" tan coral rock 08109101 24 28 Driller MP & LT 28 26'28' 30 32 58 29 31 32 30 28'30' 30 27 62 31 28 27 32 End of Boring @ 31' -0" 30'32' 33 34 32'34' 35 36 34'36' 37 38 36'38' 39 40 38'40' 41 42 40'42' 43 44 42'44' 45 46 44'46' 47 48 46'48' 49 50 48'W' r ---- I / Client Ellen Sepe Order No 01 -0532 Address 1207 N.E. 92 Street., Miami Shores, Florida 33138 Report No Project Proposed Addition Hole No B -2 cont. Address 1207 N.E. 92 Street., Miami Shores, Florida Date 08109101 Location North side of proposed addition Driller MP & LT All State Engineering & Testing Consultants, Inc. TESTING LABORATORIES - ENGINEERS - INSPECTION SERVICES - CHEMISTS - DRILLING - ENVIRONMENTAL SERVICES 25 EAST 4 STREET. HIALEAH, FLORIDA 33010 Tel : (305) — 888 -3373 TEST BORING REPORT aseem Quadri, P.E. #51481 (Threshold Bldg) #1154 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements conclusions or extract from or regarding is served pending our written approval Water level: 1' -6" below surface At date 08/09/01