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477 NE 92 St (9)NO. OF FILES FILE TYPE NO. OF ORIGINALS DIGITAL! DIGITAL!! DIGITAL!!! TYPE OF DIGIPRINTS ORIGINALS (EACH) BINDING SIZE TOTAL PRINTS ❑ PLOT C�"DWG ❑ TRACING a BOND ❑ OTHER ❑ YES �O .. I to' J Z ❑ PLOT Cl DWG ❑ TRACING Er ❑ OTHER ❑ YES — No ` I ^1 t� 't I No. OF ORIGINALS ❑ PLOT ❑ DWG BOND (EACH) L TRANSL.BOND (EACH) ❑ TRACING ❑ OTHER REPRODUCTIONS! VELLUM (EACH) E --FOND ❑ YES .p,.NO MYLAR ❑ ENLARGE BINDING (EACH) ❑ REDUCE /q�� `' ' SIZE TOTAL PRINTS 0 YES % ❑ No No. OF ORIGINALS SINGLE DOUBLE SIDED SIDED SPECS 3 HOLE PAPER 0 YES % ❑ NO PHOTO COPIES! CARD • LOR BINDING STOCK PAPER SIZE TOTAL, COPIE .M �� NO. OF ALES A 111 11-C�(�m� COPIES (EACH) .M COLOR COPIES! COMPUTER TIME ❑ ACCO ❑ PLASTIC SPIRAL SCREW POST ❑❑ COIL ❑ TWIN LOOP ❑ ENLARGE ❑ REDUCE (4 ✓1'I r / - '.�.- TOTAL COPIES ����� � - SIZE No. OF ORIGINALS !! No. OF ORIGINALS MOUNTING DRY LAMI NATION ENCAPSULATION MOUNTING - -- - -- PRESENT GLOSSY MATTE BOND PHOTO PHOTO CANVAS COLOR / LAMINATING! ❑ FOAM ❑ 3ATOR ❑ 3/ 16" ❑ I /2" PLOTTING! BASIC FULL COLOR COLOR ❑ 3 MIL ❑ 5 MIL 0 I O MIL ❑ UV 0 GLOSS ❑ MATTE COMPUTER TIME SIZE TOTAL '_ SIZE TOTAL PLOTS _ No. OF FILES No. OF ORIGINALS SCANNING SAVE AS OUTPUT ARCHIVE COLOR FILE NAME MEDIA 1 SIZE TOTAL SCANS _ FLOPPY ❑ NO --�■_ ❑ CD 0 E-MAIL A "Master Solution in Graphics" ■ RECEIVED BY ES te) IR IS"® III Telephone 305- 461 -2882 Fax 305 - 461 -2880 plots@esgraphics.net i cy C3 iris V PI (ctc.s Company Name Order by Telephone Charge to Time/date needed Job No. Or Name ID 68 . q 5 } Deliver Original To Deliver Prints To Special Instructions C-nf PRINT NAME: Date 6 [I:Jos Date: / / JCL Client: Arguelles & Arguelles 9455 S. W. 78th Street Miami, Florida 33173 Att. Mr. Daniel Arguelles Project: 477 N.E. 92nd Street Tech. R. Binns Miami Shores, Florida Permit #: 41070 Tile /Manufacturer: Artezanos, clay, barrel Test Required: South Florida Building Code Protocol PA 106 -95 Project Description The structure tested is located at the above listed address. The roof had been set with approximately 27 squares of roof tile. Tile Description The tiles were a mortar set, clay, Barrel, roof tile manufactured by Artezanos, product control approval # 95- 0317.11. Test Procedure TESTWELL CRAIG LABORATORIES & CONSULTANTS, INC. 3731 S.W. 47th Ave. #401, Davie, Florida 33314 Phone: (954) 584 -4475 - Fax: (954) 584 -3887 CERTIFICATE OF TEST AND ANALYSIS Date: 9/4/97 Lab #: ABM -53 The roof was first examined for loose tile by lifting seventy (70) field tiles and one hundred thirty one (131) corner and perimeter tiles. Forty five (45) single tiles, were randomly selected and tested. Twenty five (25) tests were conducted in the field area, ten (10) in the perimeter area, and ten (10) in the corner areas. The single tiles were subjected to a concentrated uplift force measured with a manually operated, Chatillon mechanical dial push /pull gauge, series DPPH. The gauge was connected to a steel "L" shaped angle that was inserted under the nose of the tile and gradually pulled upward until reaching the required test pressure of 35 lbs. +/- 5 lbs. As the load was applied, observations for failure of the component and the attachment, if any, were recorded. Tests were performed in respective order as illustrated on the attached sketch. TESTWELL CRAIG LABORATORIES & CONSULTANTS, INC. Client: Arguelles & Arguelles Project: 477 N.E. 92nd Street Miami Shores, Florida Permit #: 41070 Completion Date: > 30 days as per client Required Testing Force: 35.0 + 5 lbf. Date: 9/4/97 Tech. R. Binns Lab #: ABM -53 Comments: The above listed test meets the South Florida Building Code, Protocol PA 106 -95 static uplift test criteria. During the initial phase of the test, one corner tile was noted loose. The Protocol PA 106 -95 test reported in report No. ABM -53 has been performed in full accordance to the requirements of Dade County, with no deviations. A thon G. Porcello President Syed Al man, P.E. Reg. Sta of Florida # 50640 Field Field Perimeter Corner 1. pass 19. pass 1. pass 1. pass 2. pass 20. pass 2. pass 2. pass 3. pass 21. pass 3. pass 3. pass 4. pass 22. pass 4. pass 4. pass 5. pass 22. pass 5. pass 5. pass 6. pass 23. pass 6. pass 6. pass 7. pass 24. pass 7. pass 7. pass 8. pass 25. pass 8. pass 8. pass 9. pass 9. pass 9. pass 10. pass 10. pass 10. pass 11. pass 12. pass 13. pass 14. pass 15. pass 16. pass 17. pass 18. pass TESTWELL CRAIG LABORATORIES & CONSULTANTS, INC. Client: Arguelles & Arguelles Project: 477 N.E. 92nd Street Miami Shores, Florida Permit #: 41070 Completion Date: > 30 days as per client Required Testing Force: 35.0 + 5 lbf. Date: 9/4/97 Tech. R. Binns Lab #: ABM -53 Comments: The above listed test meets the South Florida Building Code, Protocol PA 106 -95 static uplift test criteria. During the initial phase of the test, one corner tile was noted loose. The Protocol PA 106 -95 test reported in report No. ABM -53 has been performed in full accordance to the requirements of Dade County, with no deviations. A thon G. Porcello President Syed Al man, P.E. Reg. Sta of Florida # 50640 .TESIWELL CRAIG LABORATORIES & CONSULTANTS, INC. Client: Arguelles & Arguelles Date: 9/4/97 Project: 477 N.E. 92nd Street Miami Shores, Florida Permit #: 41070 N. • 24'-ett x16 1 ZW- 8" Tech. R. Binns Lab #: ABM-53 x.1. 22 - 4- x x 10P 10 STATE OF FLORIDA DEPARTMENT OF STATE Division of Archives, History and Records Management DS- HSP -3AAA Rev. 3.79 Site No. Site Name 830= = Survey Date 850 820= = Address of Site: 477 NE 92 St., F J.arni Shores, Fl 33138 905= = Instruction for locating on N side of 1JE 92 St. between NE 4 Avt _ & NE 5 Ave. 813= = Location: Miami Shores Sec_ 2 So �1 , 22, VI 1 5' 2 -3 868= = subdivision name block no. lot no. County. Dae 808= = Owner of Site: Name: Hand, Myra B. Address: 4.77 NE 92 St., Miami Shores , Fl 33138 902 = = Type of Ownership Private - 848= = Recording Date Recorder: Name & Title Stofik, Marty Address: MSHPB Condition of Site: ❑ Development ( )( ❑ Deterioration( )( ❑ Borrowing( )( ❑ Other (See Remarks Below): Areas of Significance: FLORIDA MASTER SITE FILE Site Inventory Form Integrity of Site: Original Use private resid. = Check One Check One or More ❑ Excellent 863= = IM Altered , 858= = • al Good 863= = ❑ Unaltered 858= = ❑ Fair 863 == 6 Original Site 858 = = ❑ Deteriorated 863 = _ ❑ Restored( ) (Date: )( ) 858 = = ❑ Moved( ) (Date: )( ) 858 = = NR Classification Category: Build.irrg Threats to SitePone Check One or More ❑ Zoning( )( )( )878= = ❑ Transportation( )( )878= = ❑ Fill( )( )( )878 =.= ❑ Dredge( )( )( )878= = 878= = X FDAHRM 802 = = 1009= = 911 = = 832 = = 818= = Present Use Private resid.850= = Dates: Beginning - I- 1925 844= = Culture /Phase American 840 = = Period 20th Century 845= = 916= = N )878= )( ) 878 = = )( )878= = Architect1 r e; Community P1 anni ncg 910= = Significance: Structure is a fine example of the Mediterranean Revival homes built as part of the original Miami Shores development. Home was built as a spec residence by Town Ej Farm Realty, one of the active builders in the subdivision. The architect, Marion Manley, was the first registered woman architect in Dade County and designed several other important Miami Shores homes. Structure is in scale and character with the neighborhood. Noteworthy features include the entry portico with three open bays separated by fluted columns of Doris influence. ARCHITECT ___ Manley, Marion (Miami, FLA_ 872 _ _ • BUILDER Godard Sydow (Miami, FL) 874 = = STYLE AND /OR PERIOD Mediterranean Revival 964 = = • PLAN TYPE rectangular 966 = = EXTERIOR FABRIC(S) rough stucco 854 = = STRUCTURAL SYSTEM(S) concrete block 856 = = PORCHESS: entry portico, 3 arched bays separated by fluted columns, Doric order,. access S #E: roofed terrace, square supports, access open 942 = FOUNDATION: concrete block 942 = = ROOF TYPE: intersecting gable 942 = = SECONDARY ROOF STRUCTURE(S)W porte cochere $ E terra e s 942 = = CHIMNEYLOCATION:S, end. int. e � 942_ = WINDOW TYPE: jalousie E fixed plate 942 = = CHIMNEY: CBS, barrel tile cap 882= = ROOF SURFACING: barrel tile 882 = = ORNAMENT EXTERIOR: cast masonry . 882 = = NO. OF CHIMNEYS one 952 = = NO. OF STORIES. two 950 = = NO. OF DORMERS none 954 = = Map Reference (incl. scale & date)Miami Shores Village Plat 1980 Latitude and Longitude: 0 Site Size (Approx. Acreage of Property): LT1 LOCATION SKETCH OR MAP N Contact Print Nrc 93ST• W Q rd Il NE 11 '0 9 a S T • R 2 477 OE 4Z ST. Township Range Section 6 53S 42E UTM Coordinates: Tone Easiing - Npijiiing Photographic Records Numbers 85N115MS40A /85N115MS41S 860 = = 809 = = 800 = = 833 = = 812 = = 890 = = STATE OF FLORIDA DEPARTMENT OF STATE • Division of Archives, History and Records Management DS•HSP•3E 9 -74 CONTINUATION SHEET Site No. Site Name 473 NE 92nd Street Miami Shores, FL Physical description: Structure is a Mediterranean Revival style two -story residence. The entry portico on S has three arched .bays separated by fluted columns, Doric order; pattern repeated by semi - circular steps. Second story above entry has window (originally French doors) with wrought iron balconette. A porte cochere W and roofed terrace E create the illusion of a central block with symmertical wings. A detached garage is located at the rear (N). A beltcourse is applied above 1st story. 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