Loading...
MISCELLANEOUSSTATE OF FLORIDA MASTER SITE FILE OF DEPARTMENTNTOF STATE Division of Archives, History Site Inventory Form FDAHRM 802 = _ and Records Management 1009 — — DS-HSP-3AAA Rev 3-79 — — Site No. Site Name 830= = Survey Date 8bu5 820= _ Address of Site: 253 NE 92 St., 1qiami Shores, Fla. 3313 905= _ Instruction for locating side of NE 92 St. between NE 2 Ave. & 813= — NE 3 Ave Location:141ami Shores Sec. 1 Amd. 26 11 & w20' 2 868= _ County: subdivision name blocs no. lot no. Dade 808 = Owner of Site: [Jame: Sither, Gordon B. Address: 253 NE 92 St., Miami_ Shores, Fla. 33138 902 = — Type of Ownership Private , 848= = Recording -Date 832= _ Recorder: Name & Title: stofik, Martv Address: MSHPB Condition of Site: Integrity of Site: Original Use private res138= = Check One Check One or More ❑ Excellent 863= = )_Q Altered- 858= = Good 863= = ❑ Unaltered 656= = ❑ Fair 863= = Ori InalSile 858= _ ❑ Deteriorated 863 = _ ❑ Restored( ) (Date: )( ) 858 = _ Present Use private resid. 850= = Dates: Beginning -F 1938 844== Culture/Phase 840= = Period _ -1-h C'_en hl ru 845 = = ❑ Moved( ) (Date: )( ) 858 = _ NR Classification Category: 916= _ —Bu'ilding Threats to Site: none check One or More ❑ Zoning( )( __ _ _�_ K .)878= = ❑ Transportatlonit )( K )878= = ❑ Development( )( )( 1878= = ❑ Fill )( It 878= = ❑ Deterioration( K )( ) 878 = _ ❑ Dredge( )( )( ) 878 = = ❑ Borrowing( )( )( )878= _ ❑ Other (See Remarks Below): 878= _ Areas of Significance: Architect. re 910 = — Significance: Structure is a fine example of a Masonry Vernacular style for a two-story residence. Noteworthy features are its traditional proportions, imitating a central block with symmetrical wings, one being a shed -roofed room on W and the other a flat roof former porch on E with a sun deck. Structure is in scale and character with the surrounding neighborhood. 911== ARCHITECT _ unknown _ 572= = BUILDER unknown 874= _ STYLE AND/OR PERIOD Masonry vernacular 964= — PLAN TYPE _irregular/irreqular 966= — EXTERIOR FABRIC(S) smooth stucco 854 = — STRUCTURAL SYSTEM(S) concrete block 856= _ PORCHES enclosed 942 = _ _ FOUNDATION: concrete block 942- _ ROOF TYPE: hid 942 = _ SECONDARY ROOF STRUCTURE(5)?R&E-, ,' f e erg l g: 942= _ CHIMNEY LOCATION: E end,center 942-- WINDOWTYPE: alum, awning, ate. jalousie 942— — CHIMNEY: CBS 882= _ ROOF SURFACING: barrel tile 882= = ORNAMENT EXTERIOR: brick 882= _ NO. OF CHIMNEYS 1 -952 = = NO. OF STORIES 2 950 = _ NO. OF DORMERS _none 954 = = Map Reference (incl. scale & date) Miami Shores Village Plat 1980 809 = -- Latitude and Longitude: _ o r 800 = Site Size (Approx. Acreage of Property): LT1_ 4 833 = — LOCATION SKETCH OR MAP N Z Township Range Section 53S 42E— b -- - -- 812= _ UTM Coordinates: 1p 890 = _ Zone Lasting Northing �M Lim« 92ad -..r. Photographic Records Numbers _85N103HG35/85N103HG36 - Contact Print INN 1111no _ �•• .ter � .•�•.. :.l STATE OF FLORIDA DEPARTMENT OF STATE Division of Archives, History and Records Management DS-HSP-3E 9_74 Site No.. Site Name 253 NE 92nd Street Miami Shores, FL CONTINUATION SHEET Physical description: Structure is a two-story Masonry Vernacular home. The central block has shutters on all windows. Entry at center of central mass has a copper hood on wrought iron supports. W wing has shed roof. E wing has flat roof with sun -deck above; large arched bay enclosed with plate glass and jalousie windows; sun deck has open brickwork balluster. Brick facade around door and between 2nd story windows has been painted. ® ®_ Re008®® �r000voe4mm m®m®mm1em®e1� m®m mmm® ® eme m o ® ®®e � � gee®m o®o©vs®� eeosm e� sasses a am IBM re ©�e �ovao© eoe 0 ®eo mm _ min 01111 I MIN � � � � �a � � �od� �ddnda dod�� �eees®m� oil mod em ����� �o d �� �Q11 a , , SCROOZ s a7 e m ad7d#�d�ddd�iS WIN lit Col. R wig, N�q��� ■■mpph lit g�opp��d■i r foil IN m©n�gonm m�mm a�� list ®�I®�®a400©0®®® mm®mm�mmmmmm� ...� s.man ,w..w----'a�-- m as3 N� 9a ST. r r m- � BUILDINq PERMIT' RECORD MIAMI. SHORES: VILLAGE FLORIDA DATE / ... . APPLICATION Application is hereby made for the approval of the plans and specifications herewith submitted for the building or other structure herein described. .This application is made in com- pliance and conformation -with the Building Ordinance of the Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all Ordinances of Miami Shores Village, and.all rules and regulations of the building Department of Miami Snores Village, shall be complied with, whether spec_ led,,or .nq.t. OWNER-- 6e:!� ARCHITECT LOT NEVd�A�� TOTAL COST .2.&-SUBDIVIS REPAIRS NUMBER OF STORIES Building to be used fo-r I hereby submit all building. STATE OF FLORIDA) COUNTY OF DADE ) STREET and no other use. the plans and specifications for said Signed Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgment, personally appeared_ to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the builder of the above described construction, that he has read the foregoing application, and that he did sign the same, and that facts stated by him are true. Read, Sworn and Subscribed before me, Notary Public (Signed)_ My Commission expires Cubic Feet Cubic Feet required in this Block "Li�NNING BOARD Chai rmm Member Member Secretary Building Inspector Permit No Issued_ to - ,� , J, ?., f. ::�°-#-."'�" Date," Electrical Permit No. Permit No. S F N C I F I C A T I D N 8 for HBECTION AND COMPUTIOM of A RRSIDEdCE for ODELL INVESTIWT COMPANY 650 NB 58TH STREET 1IAMI FIARIDA located an ,A r LOT 22 and 1/2 of LOT 23. 31M 28. r MxgIAI SHORES FLORID& In accordance with the accompanying drawings Prepared W JOSEPH J. DH MITA, Architset 7 550 DI SICA?NE BOULVARD ' MI"I FLORID& 11 A V GEN2Ah CaXDi T1ONS to CLEARING THE SITE- Stumps, roots and all plant growth within the building lines must be completely removed, All rubbish to be removed from the site at the completion of the work, 2, WORK BY OTHERS- All labor, materials and equipment required for and reasonably incidental to the execution of the following work will be provided by others-, finished grading, seeding, sodding and landscaping, 3, EXAMINATION OF PREbISES8 Before submitting nroposais for his work each bidder will be held to haveexamined the promises and satisfied himself as to the existing conditions under which he will be obliged to operate, or that will in any manner affect the work under this contract. No allowance shall be made subsequently in this connection, in behalf of the Contractor for any error or negligence on his ps't, 49 WATER FOR BUILDING 'WORK- The General Contractor small provide and Day for all water required in the buildin g work,, 5, SAITITABY ARRAITG&ENTSS The General Contractor small at the beginning of the work, nrovi de on the premises where directed, a suitable towDorary convenience and enel esmrs for the use of all workmen on the job9 shall maintain same in sanitang condition and remove same and all its contents at the completion of the building +� directed by the Architect,and when 6, EXTRAS- Bills for extras will be allowed only when work 98 authorized by the Architect In writing, no bills based on verbal orders will be gTanted. 7, WORK RI UIRIM. The work required under separate beadinPs *hall include fall labor, material, egaipraent and services necessary for and reasonably in to the work of restective headings, 9, TAJCS- (a) . Each Contractor shall compute in his estimate andproperly discharge any obligation due the State of Florida under the p rovi onsofay and 787, haws of Florida, Acts of 1931 known as the Chapter l5, Do cument�a ry 5 tam, Tax Act (bJ Fach contractor shell compute in his estimate and properly pay and discharge any obligation due the United States of Ameriaa or the State of ]Florida under the provisions of the federal Social Security Act (H� & 7260) enacted by the 74th Con:Tes_e, (c) Each Contractor or sub contractor or supply dealer small compute in their cost and properly pay and discharge any obligation due the State of Florida under the provisions of Chaplet 16,844 Laws of Florida, Xc is of 1935, known as the "Re tail Sales Act", or "Chain Store Ac t" d , 9- CONSTRUCTION LIABILITY INSURANCES The Contractor shall maintain such insurance as will protect him from claims under workmen's cOmpensatian acts and from an other claims for damages for personal in ,,- jury9 including death, which may arise from Operations under this Contracts whether such operations tie by himself or by any sub sub -contractor or anyone directly or indirectly employed by either of them, Certificates of such insurance shall be riled with the Owner; with a clause in such certificates requiring at least five (5) days written notice in the event of cancellation, and shall be subject to his approval for adequacy of protection, -2i- r 10. RELEASE OF LIENS. The Contractor shall furnish the Owner, before a final payment to made, full release of liens, signed by all stab -contractors and material men associated in any way with the wo sic. 11. CLWINGs At the completion of the work, Contractor shall leave all windows, doors, woodwork, floors, plumbing fixtures and all other equipment completely clean, ready for oseupancy by the Ownere 12. CLEAR SPACE UNDER JOISTS, ETC. Level off the high palaces in the grade under the house and provide at least a 118" clear space between the bottom of joists and grade under the bourn The space must be thoroughly cleaned of all blocks of wood and other debriso 13. FOUNDATION° Reinforced concrete footings of widths and depths as shown on Poundation P10tn. Steel reinforcements as shown. Concrete to be 102j: 5 mix. Provide screened the vents where indicated. Provide access door and frame of suitable size in foundation wall* Same to be copper screened. 14. TERMITZ SHIZIM Place around entire interior of all excavated area of doundation walls a #28 gauge "Toucan" or "Armco" galvanized iron continuous termite shield which mast extend into the wall and directly under wood mks" plate at least 2"* Shield mast project horizontally from wall 3" and down 3" on a 45 degree angle. Solder all joints. 15. PLATES& Place on top of all 12" concrete block bearing walls a Celcursol treated 2 x 6 #2 cypress plate. Wherever necessary to level up use a cement grout of mortar. lssatat�s 16. FLOOR JOISTS& Floor joists shall be 2 x 10" Long Leaf Yellow Pine, spaced 16" on center, having 1 x 2" bridging in center of spans exceeding 910 All floor joists to be treated with Celcursol. Double joists under any parallel parti*ion and over any openings Space joists 120 on center under bathtub* 17. HOOD MM FLOORS; Lay 1" x 6" #2 Y P sub -flooring diagonally over entire first floor except garage and, porch floors which are to be cement. Joints out over and parallel to bearings. In bathrooms lay sub -flooring l/a" below top of joists in preparation for tile floore Floor of porch and den to be prepared for terrazzo. 18. EXTERIOR XCZZ& All exterior walls are to be laid up plumb and strait with 8" concrete blocks using a cement mortar. All external corners to knave two 5 8" round reinforcing rod penetrating holes in block work from foundation wail to reinforced aattett caacrete tie beam, and then filled with poured concretee All exterior walls to be stuceoed,two coats of cement stueea, finish as selected. Furr insidd of all exterior walls with 1" x 2" cyprese,furring strips placed 16" O.C. Before replacement of strips creosote side which will contact m so3uyo High Carbon wire cut nails shall be used for securing furring to block walls* r, 19. INTERIOR WALLS; Malls to be 211 x 4" #2 Y P studs 16" 0 C Single plates at floor, double plates at ceilingo Double studs at door openings, both jamb and head, and all corners, LATHINGL To all studs, ceiling joists and.furring strips nail $2 cypress lath spaced if 4" apart, joints broken every 7th course. Stud walls in bath to receive G I metal lath. Wainscot in bathrooms 41611 high, and , to ceiling in shower compartment. PLASTERING: All cypress lath to receive two Coate, scratch and brown and a finish coat of white from which hair is removed. The texture and finish of the plaster to be selected by owner, i 20, CONCHBTE LITMAs Form and pour an 811 x 12" x" reinforced concrete lintel and tie beams around entire pwimeter of building on top of 8" concrete block wall at height shown on 314" sectiono Concrete to be 10 20 4 mix, 'Pest 2500 lbs. Place four (4 ) 5/8" round oontiftuous reinforcing rods 2" from bottom and top and sides, Note tie beam ,follows rake of roof at gables - level elseii&ere. 21, ROOF AND CEILING JOIST PLATEs Place and bolt every 510" into top oft R C Tie beam a 2" at 60 wood plate for joist bearingo 22, CEILIDIQ JQISTSg Ceiling joists to be 2" x 6" #2 Y P 16" 0 C each spiked to roof rafters and ;e1erq third joist to be trussed with 1" x 6" to roof rafters. 23. ROMP' RAF'TERSa . Roof rafters are to be #2 Y P and cypress size as called for on Plans aad every third rafter end is to be strapped to bolted plate by Plumbers strap iron, Xds mf rafters and ceiling joists to be ppiked together, Faftnrs to be pitebed A--1/PO in 12, 24. R6)0, $409INGs Over entire roof area place 1" x 611 #2 Y P, T & G Sheathing, 2kwA" Rbeathed solid. 25. ROOVINGg Bntire Roof to have "Cuban!"I" barrell tile roof, full range of color, laid wit)i cement over 85 lb slate surface roofing, the first row of which is to be nailedo ,t4king precaution that nails do not penetrate sheathirg. 26, V10`PS AT RAVIZS. Provide 1-1/4" G *creened pipe vents about 710" at eaves. "baker tile roof vents" in gable ends, 27. CAMING AND UATHERSTRIPPINQs All openings in masonry walls shall be caulked. Vetal thresholds and weatherstrip. shall be povided for all doors in exterior walls. 28, SEPTIC TAbUQ Install complete one concrete septic tank according to manufacturers■ specifications, size 450 gallons with 75 feet of drain tile, Tank to be two compartment. 29, SOLAR WATER HERTZ% Install at location shown on plan one Solar slater Heater having copper tube coil and all metal construction with an 82 gallon storage tank insulated, erected according to manufactnrerfs specifications. 30. ELECTRIC VI.RINGs Provide "Boma=" tubing conduit system and necessary wires to make a complete installation including switch and fuse box, etc., to meet all local, state and national requirements for this calssification of work, Service to be overhead from the rear of property, to meter, fuse and switch box located in Garage, The electric contractor is to yrovide and install one Markel heater of 1.000 watts in each bathroom ZUKUMAXatom where directed. Contractor is also to provide proper wiring for the power installation of electric range and icebox, Electrician is to hang all electric fixtures. 3.1. TILE a Bathrooms $1 and #2 to have 4 x 4 colored the and jR:k wainscot for a height of 416 and in the shower stall the tile to 'the ceiling, having caps, etc. Colors to be selected by owner, Provide a set of 7 bathroom accessories in some color as wainscot in each bathroom, Provide tile sills for all windows. The top of kitchen cabinet to lave 4 x 4 the side and back of color selected by owner. The front stoop and steps to have quarry tile as shown. Inoor of porch a=ixi zxtmxtzxx in tile, pattern and color as eblected. -3- 32, ![ILLAOBKs Kitchen cabinets to be built of msgnoliayor poplarohaving slab doors as per Drawing Number 3, Provide shelves (5) in linen closets. -All other closets to have a shelf and pole, height of pole as directed. All interior doors to be 1W3 f Ss thick, All exterior doors to be 1-3/0 thick. Interior doors to be stock type (flush[. The exterior doors to be of cypress. Front door to living room and entrance door to second storey ever gttic cof garage to be of 9-jointed cypress as per detail. Provide a mirror on the closet side fxxitadxxosasa of the doors in all bedrooms, number One and Two. Provide cedar closets where shown. Screen doors tc livine rorn and second floor not in this contract, Owner will provide same, 33. GLASS, GLAZING AND STEEL SAS% All glass throughout to be D S A., opal i ty, not in a good grade of white lead putty, -Standard quality of steel' sash throughoiil coaplete with locking handles, crank operators,, and 18 mesh bronze screens on `metal frames. 34. MISCELLANEWSs Provide an iana scuttle opening in toiling of one bedroom closet for access to attic, Purr down ceilings over recesses of toilets. Allow $75 for electrical fixtures, (This sum doe& not include Markel Heaters,, same being included in contract anti furnished by elecUtcal contractor&) Finish hardware to be as selected from the list of Bailin and 1dlen Urdware Company, a copy of the list is part of this contract, Provide driveways and walks as indicated on plans, the driveway to be of ba`oism stone, walkways of quarry keystone fla& random size 35. PAINTING.- All exterior wooddwork throughtout the satire building shall reosive in addition to the priming coato two coats of exterior paint In color selected "by owner, All metalwork on exterior of building, including steelleash, to be given two coats of lead and oil paint, Exterior stucco to be given two coats of waterproof paint, Interior woodwork in kitchen and bedroom sball be primed and Afton= given two coats of flat paint and finished in enamel color as selected. All other interior woodwork, shall be either painted and stained in color selected, 36. INSIDE PLASTERS All plastered surfaces in bathrooft shall be given a priming coat of plaster wall primer and than finished as specified for a three -coat enamsle work on woodo All other plastered surfaces, bedrooms, living veoms9 etc.. shall be given a three -coat jobo color as selected, e 37. FINISH FLOOBSS Finish floors in bedrooms and adjoining closets and living room to We of selected oak flooring, joints broken every third strAp, After completing all other work floors are to be sanded smootk filled and given two chats of shellac and finally waxed, Floor in kitchen to be laid with Armstrongoe standard gauge linoleum laid over'a felt base which in tarn is laid over an 11/16s sanded pine flooring base, pattern to be selected by owner. nza a r 4 38. PLQMBINGa- All piping to be of standard gauge C I soil and vent pips. All cold and hot water lines to he of steel tubing threaded. All plumbing to comply with national, local and state requirements, Constractor shall provide hose cocks where indicated on drawingas PLUMBING FIXTU 2S.. Kitchen Sink: 20 a 30 AR Flat Him with K 906, swing spout faucet and large utility drain, Lavatory-, 2 - 20 a 24 Roxbury P-1.31, complete, Bathtubs 2 » 5' Pembroke 2315 with Sr47 Shamer and bath fittings and X-438 Pop-up waste, Toileto 2 - ­ Compact 2140, combination complete, 10 i /A I.I �Al Al�9 APPLICATION FOR CERTIFICATE OF RE -OCCUPANCY I, (rj A) gy ���' , hereby apply for a certificate to re -occupy the single family residence known as : (address) ') �73 N f— a` Miami Shores, Florida. Legal Description: Lot: Block I hereby certify that I understand that the zoning of the property is for single-family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re -Occupancy that may be issued by Miami Shores Village, certifies only that the referenced property is being used for single-family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on such property. Applicant Date "1l6 Print Name em% For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact: Contact Name: k � �. �v.�'�.� j-'. 6 ',� 'elephone: 7s -2 —/ 7 p 0 Buyer Seller Realtor J---- Company Name Application Fee ($50) paid: Cash Check No. Inspected by: F . LUBIEN Approved X Comments: PAGE 1 OF 2 Denied Date 5/ 2 2/ 0 0 •o,,; :+, r��d q-Tmij •olq 4TMJ0d TLoza4oaTa / off. ponssl / `0Iq q.Tula od �ao400dsul SutPTzng �ac�.aa�aS, a a qru a5''', aaquioIq r _ r ,,., �,< ajooTg sTg4 uI P3a �nbaa �aa� ozgn0 � r�'`�aa,� atgn0 sojTdxo uoTtspmo0 fLS (pauSzS) ozTgna Lan4oN pogzaosgnS pine uaoM `auz oaojoq S `Ppo2i • ona�. aan urtg .�q po�.n�s s�o,� �.ng�. Pun `autns age uSts pzp aLI.qz'u4 Pun `uot4notTdd� BuZo0woj oqq pcaa spq og 4pq,4 cuotgona�.suoJ pLgT zosap anogn au4 Ja aoPTlnq oga. sz og 4pg4 spas Pup sosodap Tq ao uodn ;uaoms RTnp gsaT� ouz �q �uiaq 'Dunn pun `um=f TIOM aut 04 _ .__ . Paauoddu kTTuuosaod `4ueu:SpaTmouT0nG: p�4 pine sq�.uo aogstuzuzp-0 off. paziaoLjgnu .kTnp oitgnd Laugou c-&4TaoggnL- pougzsaapun ogq 'GM aa*Ojqq pousts ( HQVQ 90 AUMO D (vaill0Zd do alviS 09uTPTznq pins aoj suozgnot IToads pine supTd eq� TTV 4Tmgns Lgeaeq I • asn aaq40 ou Pup ,_ .a` T:,�i -' ao j pasn eq oq. 9utpTTng D (Gsra-G9 D8 suidnospuuT `oo3 si 4oaq.Y;goat/ 2utpnToxo) ISOD r "Y' dooll Baia 30ZS do 'daSUu iq SgT�Id��I lqOISIQCi�7�Ntax 1 1;���ISS I�OTSILLTQg[]S �k, Yrfln42 L,0'I laOS DvKI O 0 f i F' S' D I�To�ly i' 1 liamo F r poijToods.•q-au ao Pat duoo vQ TTrgs ca2eTTTA soaogS TMUTPI c Jo quoul4andaQ PutpTTnq oqq go suoT4uTn2?Ga pine saTna TTu P= GSUTTzn saaogS Tuapzik 3o saouUUTWO TT-0 `nPTaoT3 JO 041C49 auq 3o snnp7 aq4 ,Io suozstaoad TTn pup `VPTaoTJ cGSUT11A saaogS Tuzntyj aqq 30 oouUuTpa0 outPTz119 aq4 q4-nn u0T4UMao,zuo0 pup aountTd -uzoo uz aPL-M sT uolq-eozTddu sT-gl °pegzaosop uzaaaq aan4oan4s o q k us g tnnaaag suozqpotjZoadsaag4IqTTg Pup sunTd a'Lj� JO Tpnoaddp aqq. aoI opum Xgoaaq sz uoT eotTddL; zzvQ N.OIIVDI'Iddv, VQT �10'Ij 21-lqv`I rr,I A MOR S Ib1iV IN 3 LUM1;3d �)Ki('II11g