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490 NE 102 St (5)STATE OF FLOnIDA DEPARTMENT OF STATE Division 01 Archives, HiOory and Records Management DS•HSP.3AAA Site No. Site Name 830= = Survey Date 8506 Address of Site: 4_99 NE 102 St. , Miami Shores , FL Instruction for locating on SW corner of NE 102 St. $ NE 5 Ave. Location Miami Shores Sec. 4 Amd. 91 subdivision name block no. County Dade Owner of Site: Name: Maldonado, Marilyn Address: 490 NE 102 St Miami Shores FL 902= = Type of Ownership private - 848= = Recorder: Name & Title: Newton, Margo .(Chair) Address: MSHPR Condition of Site: Check One ❑ .Excellent Ki Good ❑ Fair ❑ Deteriorated ❑ Zoning( )( 863 = = 863 = = 863 = = 863 = = NR Classification C ❑ Development ( )( ❑ Deterioration( )( ❑ Borrowing ( )( Rev. 3.78 Threats to Site: None Check One or More FLORIDA MASTER SITE FILE Site Inventory Form FDAHRM Integrity of Site: Check One or More Altered ❑ Unaltered IC Original Site ❑ Restored( ) (Date: )( )858= = ❑ Moved( )(Date: )( )858= = Building ategory• ❑ Other (See Remarks Below): Areas of Significance 858 = = 858 = = 858 = = )( )878= = )( )878= = )( (878 = = )( )878= = Recording Date 832= = Original Useprivate residence 838 = = Present Useprivate residence 850 = = Dates: Beginning +1939 844 = = Culture /Phase American 840 = = Period 70th Century 845 = = ❑ Transportation( )( ❑ Fill( )( ❑ Dredge( )( 878= = 1f;2 lot no. 802= = 1009= = 820= = .905= = 813= = 868= = 808= = 818= = 916= = )( )878= = )( )878= = )( ) 878 = = 910= = Significance: Structure is a good example of Masonry Vernacular architecture showing the Art Deco influences of the late 1930s. Noteworthy features include bookshelf decoration at massing intersection next to entry and brick surrounds on door and windows. Structure is in scale and character with surrounding neighborhood. 911 = = 1 ARCHITECT Ellis David T. (Miami, FL) BUILDER __ Jowien, W_E _(Miami, FL) STYLE AND /OR PERIOD Masonry Vernacular PLAN TYPE irregular /irregular EXTERIOR FABRIC(S) stucco STRUCTURAL SYSTEM(S) concrete block__ PORCHES N: entry, shed roof, access N Latitude and Longitude: 0 Site Size (Approx. Acreage of Property): LT 1 LOCATION SKETCH OR MAP N din= gam ing /0 2 3 7 1 MI/ Plait Nc , a Contact Print FOUNDATION: concrete ROOF TYPE: hip SECONDARY ROOF STRUCTURE(S): hip #gable. CHIMNEY LOCATION: N. front, ext. WINDOW TYPE: fixed & aluminum awning CHIMNEY_ CBS ROOF SURFACING: barrel tile ORNAMENT EXTERIOR: brick, masonry NO. OF CHIMNEYG one 952 = = NO. OF STORIES one NO. OF DORMERS none Map Reference (incl. scale & date) Miami Shores. Village Plat 1980 Township Range 53S 42E UTM Coordinates: -z - -FsLnq — gra lfiinp' qqo .AiC /O? S 7; - -- photographic Records Numbers g5■113HG15A /85N113HG16A 872 = - - - - - -� 874 964 = = 966 = = 854 = = Section 6 856 = = 942 = = 942 942 = 942 = = 942 = = 942 = = • 882 = = 882 = = 882 = = 950 = = 954 809 = = 800 833 = = 812 = = 890 = = 860 = = GtA cUf• r'LOHion DEPARTMENT OF STATE Division of Archives, History and Records Management DS•HSP.3E - 9.74 CONTINUATION SHEET Silo No. She Name 490 NE 102 St. Miami Shores, FL Physical Description: Structure is a one -story Masonry Vernacular residence. Entry has shed barrel tile roof. Entrance door has brick surround. Masonry bookshelf decoration next to entry. Windows have brick surrounds. Porte cochere has 2 arched bays. MSHPB USE ONLY Orig. owner A. 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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 Shores Village, shall be complied with, whether specified or not. OWNER 441/7. , 1 , , ,, C, 0 '.r 'i, CONTR'CTOR c 0 cfl^ a4; LOT c';' a BLK. 97 SUBDIVISION *% . '/(-T.'',; STREET #'14/..24 NEW X ADDITION REPAIRS NUMBER OF STORIES / ROOF ‘, (' TOTAL COST $; 6-4s o ` Building to be used forte - and no other use. I hereby submit all the plans and specifications for :id building. Signed,; +� STATE OF FLORIDA) COUNTY OF DADE ) Before me, the undersigned authority, a notary public, duly authorized to administer/o and take acknowledgment, personally appeared 7/• c7 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, andthat he did sign the same, and that facts stated by him are tr e. Read, Sworn and Subscribed before me, Notary Public (Signed) 2- *'***ski!*- *, :;ct * Cubic Feet f ,1,: '. Cubic Feet required in this Block PLANNING BOARD Chi rinari V Plumbing Permit No. Painting Plastering Lathing Electrical Mason & Concrete Plumbing Roofing Glazing Tile Miscellaneous LIST OF SUB-CONTRACTORS uoisHAL It is the intent of these plans and specifications to provide all 1a or. and material to completely finish the work, and they shall be considered at all times as a part of the eonstruotion contract. The General Con- tractor and the various sub- contractors shall ehoh be held. responsible For their . various phases of the work. They shall carry workman's liability, and fire and vandalism insurance as their interests shall appear in the Work. They shall obtain and pay for all permits and licenses, comply with all laws and ordinances, and shall hold the owner blameless of all loss, All bidders are advised to visit the site and become familiar with the conditions. Upon completion of the job it shall be left 'broom clean, and ready for use and occupancy in every way. =CAYUTION AND BACKFILL The contractor shall clear the site of all underbrush. All trees, stumps, etc. within the building area Shall be removed. Any trees and bushes to remain shall be designated by the owner who shall be responsible for their protection. 1xcavation shall be curried to firm, hard, virgin soil, and where praotioable footing trenches shall be cut to exact size, All sand pockets shall be completely dug; out, All footing and other trenches shall be backfilled, well puddied and tamped as soon as they have served their purposes. COI CR� WORK All oonorete, unless otherwise spec ed, shall be of a mix not less than 1: Ei :4 (2,000 pounds strength) , using only domestic Portland Gemen t, and clean, well washed aggregate. It shall be machine mixed for at least l* minutes with 4: minimum of water, Reinforhing steel shall be new, straight, and free of loose rust flakes and dirt. gplieee shall not be less than 30 diametets is length. :Areas to have a cement*tinish shall have an eddit fonall" topping of a 1 :2 mix troweled down to a smooth, hard finiik. Only masonry units oarrying the approv Inc., shall be used thruout the job. All mor and shall be handled in strict acoordanoe wi All lumber unless otherwise. aped Pine as follows`' Joist Plates - interior Joist Plates - exterior 710or Jbi *ts Bridging - crossed ,Sub- cl1or ing Sole 'Plates Studs Purring Pireatops Ceiling Joist Plates Rafter Plates' Ceiling Joists Roof ';Rafters Roof :Sheathing Roof 'Bracing A. Paul Young 2“x4$ 11 iiO las Ifte 2 "x6e l''x2 Cypress 2 *a4" 2 "x4* 2 "x6' 2!x6" .2axS" l "x6' 2"'x4" rwriter's Laboratories, be ready - prepared cturer ' s direotion. uthern Yellow fti a p triVgL & let: a-o. a onal si 16" 0 16' a-4. - vertical once b t. floor &eeilit* d double- staggered joints continuous -fin bolts 4' c -o 16" a -c. 16" a -c. solid - horizontal 32" c-c. Page One Millwork shall be as follows: Zxteriior Cool. frames Exterior doors (1) (2� Interior door frames Interior doors Screen doors MILLWORK 1 3/8" 1 3/4" 1 3/4" 1 7/8" 1 1//8" cyp -fir rabbeted ayp -fir stock .slab . oyp or fir stook 10 it. Yi oyp or fir 1 It and 1 pan ayp planted stops cyp --fir stock sin to pane cyp -fir stock patterns Kitchen Cabinet shall be framed of 7/8" cypress and finished to take tiL on all drain and splash areas. Below the work surface there shall be 2 shelves and a row of shallow drawers immediately below the work surface. A 3 kick spaoe shall be provided the full length of the Kitchen Cabil Cabinets immediately above Work surface shall have 3 shelves. All doors and drawer ' fronts shall be of 3/4" 5 -ply panel stook and shall be snug al flush. Bed 'Room olosets shall be oo.mpletely cedar lined and shall then have a 1 "x12" shelf supported on a 1'x4" hook strip whioh shall also sup' a 1" G.I. pipe the full length of eaoh closet. Trim thruout the buildin_ shall be of the narrow stock type applied before plastering. Bronze interlocking thresholds and bronze weather - stripping shall be provided f front door. All exterior doors shall be equipt with oylinder locks with matohed keys. Interior doors shall have tumbler locks. ROOFING All roof surfaces shall be covered with White Cement Tile with lap and exposure as recommended by the manufaoturer. Lower (lourse of pan tiles shall be securely nailed and all tiles shall beset in white oement wort= with all edges pointed up as laying advances. This roof shall be laid o4 a 90# S. 3. Rol Roofing which has been nailed at 6" centers along upper edges before mopping the entire surface into plaoe on a 30# felt whioh h= beentailed (all nailing thou tin asps) on 1.2" centers in all direotions to the solid sheathing. Weep holes shall be provided under each lower ct tile. 8HE�BT METAL WORK Galvanized Termite 'Shield shall be provided.underall floor Joist plates. and over piers. It shall extend 3" ,beyond the ed`e off' the foundation un the house and to within 3" of the outer edge of th!e masonry, All Joints shall be soldered, all perforations in the metal shall be well filled wi an asphaltio mastio before timbers are placed. The material shall be no less than 26 gauge. Copper Eave Straps shall be applied at all eaves. These shall be not le than 4" wide and extending 3" under the lower edge of the S. S. Base. Valleys shall be of copper not less than 16" in width - 8" on.each side the Valley. The material sha 14. not be less than 16 oz. roofing quality. Flashing shall be of oopper. VENETIAN Blom GUIDES Venetian Blind guides to finish flush with plaster shall be installed thruout the building. ?.u1 Young Page Two LATHING, PI.ASTERING, AND STUCCO Plaster base shall be 3/8W gypsum in panels 16"x48". It shall be nailed on approximately 5 inch oenters along edges with 3d 1 1/8" 13 ga. 3/8 "- heads blued lathing nails, with a minimum bearing of 5/8" on each stud and all joints staggered, Vertical joints on Apposite sides of partitions shall be staggered and not ocouZ on opposite aides of same studs. Ill interior corners shall have metal lath extending at least 3" on each side of the oorner. All plastering shall be two -coat work. The scratch coat shall be of gypsum plaster applied with sufficient pressure to obtain a full key and shall be brought out to the grounds and straightened to a true surface with rod and derby. The finish coat shall be oomposed of one part gauging plaster and three parts lime putty and shall be applied over a dry base coat, scratched in thoroly and laid on well, and then doubled beck and filled out to an even surface. This shall be allowed to draw for a few minutes and; then shall be well troweled to a smooth surface.' Texture, as selected by ,the owner, shall then be applied. Color shall be added to the finish coat as selected by the owner. All stuoco shall be applied in two coats, The first coat shall be composed of one part Portland Cement and three parts sand with the addition of part of lime putty. This shall be well rodded and brought to a true and even surface ready for the finish goat. The final boat shall be composed of one part Portland Cement and three parts sand and shall be mixed with an integral waterproofing. This shall be brought to a true and even surface and floated with a cork float. Care shall be taken to float out all shrinkage cracks, blisters, and other imperfections TAX ., ENTRY STOOP op STEPS - This shall .6 "c6w_ flame .tinted' quarry tile in full color range * TH - This shall be of 4 "x6" flame tinted quarry tile of medium colors. The drain and splash surfaces shall be of 6"x6" semi - v reous t in pastel shades. BATH - The floor shall be of 3" hexagon semi - vitreous floor tile with spotting. Walls shall be of 4"x4" glazed semi - vitreous wall tilea with black cove base and capping. Wainscote shall be 4 *.high except around tub where it is 6' 'high. All tile shall be set in a 1 /2" setting bed on a thoroly cleaned 2" concrete slab. WINDQW STpOLS - All window stools shall be of 8 "x6" bull nosed semi- vitreous tiles! PAINTING Stucco shall have 1 coat of standard lime wash with waterproofing and color added. exterior Woodwork shall have 3 coats of standard house paint, Kitchen and Bath plastered surfaces shall have 3 coats finishing with Semi - Luster. Other walls shall have 3 coats plus 1 ooat of glazing. Interior woodwork shall have 3 coats finishing with an Enameloid. Steel sash shall have 1 coat of metal enamel. Exoept for the lime wash, all paint mast be delivered to the job in original unopened packages and handled according to the manufaoturerts directions. All surfaces shall be thoroly dry and clean before the prime ooat is applied and all defeots and nail holes shall be puttied after the prime coat . a nd before the seoond coat is A. Paul Young Page Three applied. Any rusty spots on the steel sash shall be cleaned with steel wool and primed before being given -the finish eat. All windows shall be Residence yper Casements, the combined weight of frame and vent members of which shall be not less than 2 pounds per lineal foot, and shall come with 1 coat of gray rust - resisting paint. Hardware shall include standard thru seotion locking handle and rotary under - screen type operators. Screens shall be of a flat type applied inside of window frame„ Screen frames shall be galvanized and designed to allow replacement of screen cloth which shall be 16 mesh bronze. They shall have l shop coat of paint same as windows. Screens shall be easily removed from window frames and as easily replaoed. SOLAR WATER TER SYSTEM This shall include a heater system together with a storage system. The heater shall be an all metal unit of not less than 24 gauge galvanized iron built on e. structural frame to prevent. sag. Coil tubes shall be not less than 3/4" inside diameter anneal id copper; and shall be soldered continuously to the copper backing. Cover shall be of DS glass secured in place to preclude any leaks of rain Water from entering the ooil bolt. Storage system shall include a heavy duty, electric welded, galvanized both inside and out tank tested to .150 pounds hydrostatio pressure. This shall be enclosed in d cabinet. of sufficient size to allow at least 5* of insulation of re-granulated oork or equal material ion all sidaa and trop of tank. The entire system shall carry a guarantee against defeats in material and workmanship for a period of one year. pumicAp All materials and fixtures shall be approved by the Underwriter's Labora- tories, Ina., and the entire job shall be guaranteed against defeats in material and workmanship for a period or one year. All regular a Outlets shall be of the duplex type. All mover plate* shall be of Bakelite or similar material, The system shall inolude a bell system with button at front door and buzzer where directed by the owner. P d All water pipe, shall be 3/4* ga van .ae& steel or 1/2* (I.D.) annealed copper tubing to each fixture. Soil pipe shall be standard weight caat iron. Fixtures,shall be not less than the following by Crane (in *Ate). BATH #1 C 3306 C 38664*8 0 33581.4 C 4962...B C 2500 G 32165 C 33678 C 33666 C 38 -A-235 C 33980 A. Paul Young 5t Coronova Bath CP Bath and Shower . Fixture CP Waste 1"x62' CP Rod 17x19" Neudeiy Lavatory CP Supply and Waste Fixture CP Legg CP Bars CP Supplies l" CP 17 Gig P -Trap Page Four BLTH #1 (continued) 0 11104. C .15025 C 32589 C 1.4484 C 14510 OATH #2 This shall be the same•as Bath #1 the tub (shower to remain)... KITCHEN C G C These shall be A. Paul Young 19350 -1 a2751-AS 1 %770 33980 32 888 as follows: Ventilator 4LLOWiNC S Medicine Cabinets (2) i.2Q,00 Finish Hardware 25.00 Lighting Fixtures 30.00 PROVE D: 2v iNUFACTURERS For the purpose of establishing quality standards, the following list of manufacturers is approved: Cement Masonry Cement Master Waterproofing Paint Tile quarry Tile Linoleum - Hardware Plumbing Fixtures Electric Fixtures Venetian Blinds Water Heater Steel Sash Composition Roofing Tile Roofing - - - - Termite ProteottOn - - • Hanover Closet Combination White Seat CP Angie Stop Floor Flange China Bolt Gaps 18x24" AR Enamel Flat Rim Sink GP Swing Fauoet GP Waste, l" OP- 17 GSA , P -trap Hose Bibs (2) sin am OOP — IMO except for the 'omission of Florida Portland Florida Masonry Gold Bond Somay Pratt & Lambert Cambridge Hanley Armstrong Dexter - - Crane - - Lightolier - - Southern Solar Cecil' - - Bird - Brady - - Celoure - - Barron Page Five