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1060 NE 95 St (3)No. STREET PART OF LOT LOT BLOCK SUBDIVISION PERMIT FEE , . 7 ciff FRONT DEPTH HEIGHT STORIES TYPE OF CONSTRUCTION - - X i' Frame, Concrete, Stucco BUILDING TO BE USED FOR ROOF if!) y, /, `,-- ■(:'_,--- p/ Resi ence, Apts., Stores, Hotel t o COST OF BUILDING ' PERMIT FEE , ciff Date Owner of Building Architect Contractor or Builder ,19 PROPOSED LOCATION DESCRIPTION OF BUILDING BUILDING PERMIT ' Miami es Village, Florida, , 19 / 4 / 'MIAMI SHORES VILLAGE OFFICE OF BUILDING INSPECTOR N° 419 0 This permit is issued to To -2.24 ' � the building above described, as per application, Plans and Specifications heretofore filed in this office. This permit is granted upon the express condition that all facts stated in the application are true and that the construction complies strictly with the plans and specifications submitted, and in accordance and compliance with the building laws of the State of Florida and with the building ordinances and zoning laws of Miami Shores Village, and rules and regulations of the building department of Miami Shores Village. This permit may be revoked at any time upon violation of any provisions of said laws, ordinances or rules and regulations, or upon any change in the plans and specifications unauthorized b / / .building inspector. • In consideration of the issuance to me of this building permit 1 hereby agree to do the proposed construction in strict conformity with the application and plans and.specifications thereof heretofore by me submitted, and in compliance with all provisions of all building laws of the State of Florida, all the building ordinances and zoning laws of Miami Shores Village and all rules and regulations of the - building department of Miat>ki Shores Village. BUILpl16G INSPECTOR (SEAL) T NO. STREET PART OF LOT LOT 1' #, BUILDING PERMIT Owner of Building / { tt Architect it Yr# Contractor or Builder PROPOSED LO( DESCRIPTION OF BE USED FOR ROOF COST OF BUILDING PERMIT FEE Stores Hotel R S itIPOSIft. l S. MIAMI SHORES VILLAGE OFFICE OF BUILDING INSPECTOR 11' , 194'7 es Village, lrida, o 1 filed in this office. This p "t is granted upon the express condition - -ictly with the plan , specifications submitted, and in accordance ordinances a. ; oning laws of Miami Shores Village, and rules and e revok at any time upon . violation of any provisions of said b , ujJding inspector. o the proposed construction in strict conformity with the application with all provisions of all building laws of the State of Florida, all the .ations of the building department of Miami Shores Village. (SEAL) Dated i ''phis permit is issued tc�y ,, ,:et. t y l f ' the building above described, pr application, Plans and opecifications heretofore that all facts stated in the application are true and that the construction complies and compliance with the building laws of the State of Florida and with the buildiL ii gulations of the building department of Miami Shores Village. This permit may ws, ordinances or rules and regulations, or upon any change in the plans and spec In consideration of the issuance to me of this building permit I hereby agree c and plans and specifications thereof heretofore by me submitted, and in complian. building ordinances and zoning laws of Miami Shores Village and all rules and re. auraiMr;Ce nordiVillage, and rules and the violation of any provisions of said uvarrons un , • , the building inspector. 1'.i.3K.L��il!✓ ��r .y � .rr . � . U I LDI NG 1 NSPECTOR to the proposed construction in strict conformity with the application with all provisions of all building laws of the State of Florida, all the .ations of the building department of Miami Shores Village. No. DEPTH HEIGHT STREET PART OF LOT LOT lf 1 { ! G � ;' Fr T Concrete Stucco es ence JR FRONT DEPTH HEIGHT STORIES TYPE OF CONST; CTION BUILDING Tc. ! • Fr T Concrete Stucco es ence JR BUILDING PERMIT Date Owner of Building Architect Contractor or Builder This permit is issued to the building above described, r application, Plans and Specifications heretofore that all facts stated in the app tion are true and that the construction complies st and compliance with the building laws of the State of Florida and with the building regulations of the building department of Miami Shores Village. This permit may O s, ordinances or rules and regulations, or upon any change in the plans and speci In consideration of the issuance to me of this building permit I hereby agree to and plans and specifications thereof heretofore by me submitted, and in compliance building ordinances and zo.'ng laws of Miami Shores Village and all rules and regu Miami Sho PROPOSED LOC DESCRIPTION OF ,19 ,/zi/f i FRONT DEPTH HEIGHT STORIES TYPE OF CON RUCTION BUILDING T. 4/ Frame, ile ncrete Stucco Resi ence, Ap BUILDING PERMIT 7 Miami Owner of Building Architect Contractor or Builder e , / biL(AA77 z PROPOSED LOC - DESCRIPTION OF This permit is issued to 1 the building above described, as per application, Plans and Specifications heretofore that all facts stated in the application are true and that the construction complies st and compliance with the building laws of the State of Florida and with the building O gulations of the building department of Miami Shores Village. This permit may 1 ws, ordinances or rules and regulations, or upon any change in the plans and speci In consideration of the issuance to me of this building permit I hereby agree to and plans and specifications thereof heretofore by me submitted, and in compliance , building ordinances and zoning laws of Miami Shores Village and all rules and regu1 I Dated r / , 19 CATION BLOCK BUILDING TO BJ USED FOR res Village, -Florida, P� ""' / t' ' J MIAMI SHORES VILLAGE OFFICE OF BUILDING INSPECTOR 0"" NO to. te: SUBDIVISION l t • ROOF To e + ¢ `_ ! r'e filed in this o This permit is granted upon the express condition strictly with the plans and specifications submitted, and in accordance g ordinances and zoning laws of Miami Shores Village, and rules and be revoked at any tim - upo a violation of any provisions of said ifications unautho ;��t uilding inspector. do the proposed construction in strict conformity with the application e with all provisions of all building laws of the State of Florida, all the ,ulations of he building department of Miami Shore Village. COST OF BUILDING PERMIT EE ,19 525 u.I' 'INSPECTOR (SEAL) (SEAL) BE USED FOR ROOF COST OF BUILDING PERMIT FEE eta., Stores, Hotel ��e J f eesVill ge, 77 ".TION 1 MIAMI SHORES VILLAGE OFFFIC OF BU DING INSPECTOR 37 7 , 19 464 To =sled in this office. This permit is granted upon the express condition rictly with the plans and specifications submitted, _and J ---'- ordinances and zoning laws �f lvj�an- ib e revoked at 1 •!!,,.. Oie - '■•441-1■44.--'11+14--11/44--ly - - • 4 1' - -- - 4 - - • 1.■ - 1- •■• LOT 4 KIRBY S ADDITION TO !LIAO Date 7 WILLIAM SHAMCLIN ARCHITECT1 2128 PONCE OE LEGIst BLVD. CORAL GABLES, rkkRIDA SPECIFICATIONS F R RESIDENCE 14(/ //4 Commission ; N? These Plans and Specifications are the Pioperty of the i Architect,and MUST BE RETURNED TO 1 HIM at the Completion of the Work. 1 LOUIS MILLER HARRY A. MILLER L. & H. MILLER COMPANY GENERAL CONTRACTORS 1632 Pennsylvania Ave. — Miami Beach, Florida Telephones: 5-4816 — 5.4817 LOTSPEICH FLOORING CO. ACOUSTICAL MATERIALS 67 N. E. 36th St. Phone 3 -3689 GIN". Drake Lumber Yards INC. J Millwork - Lumber 1536 N. Miami Ave. Phone 2 -3188 Caulking - Waterproofing - Interior and Exterior Painting A. P E T R I PAINTER AND DECORATOR 9305 N. E. 9th Avenue — Van Dyke Lincoln Bldg. Phone 7 -2068 Lincoln & Jefferson MIAMI SHORES Phone 5 -2514 - Miami Beach SUPERIOR LUMBER % Phone 2 -5634 R. L. COWART Contracting Painter Successor to COWART & AVRIETT 438 S. W. 13th Avenue Miami, Florida PHONE 2 -5634 J. M I LO N E PLAIN AND ORNAMENTAL PLASTERING 501 N. W. 41st St., Miami Phone 7-4828 LIGHTMAKERS INC. Lighting Fixtures — — Lamps 1730 Biscayne Boulevard - Phone 3.5292 - Ample Parking ATLAS BUILDERS, Inc. GENERAL CONTRACTORS 2307 Ponce de Leon Boulevard Coral Gables Telephone 4 -5774 nes: Ft. Lauderdale, 54 15 S. W. Third JOHN B. ORR, Inc. BUILDING CONSTRUCTION ftsmen in Plaster, Stucco, Cut Stone Sculpture & Interior Decorating , 5 N. E. 20th St. Miami, Florida Phone 2 -4159 n Grilles, Balconies, Lighting Fixtures, Lanterns T. J. Fox, Manager W. F. FRANTZ PAINTS, VARNISHES, ETC. Distributors of Benjamin Moore & Co. Products Sani -Flat — Primer Sealer — Impervo Surfacer PHONE 33317 801 to 821 N. Miami Ave. American Bank Bldg., 139 N. E. 1st St. CHARLES M. EWING Established 3o Years Plumbing & Heating - Air Conditioning 752 S. Miami Ave. - Phone 2 -0251 - Res. 3 -1548 MIAMI, FLA. Cor. N. W. 17th Ave. & 23rd St. Telephone 3 -5501 GATE CITY SASH AND DOOR COMPANY SUNNY SOUTH PAINT CO. SOUTH FLORIDA MILLWORK Miami, 3 -2151 Miami Beach, 5 -2997 Fort Lauderdale, Fla. MIAMI FORGE Craftsmen of Hand Wrought Iron Phone 2 -1906 A COMPLETE LINE OF BUILDING MATERIALS CANTLEY LUMBER & BUILDERS SUPPLY CO. 2201 N. W. 7th Ave., Miami, Florida J. B. POW E L ART METAL CRAFT Phone 7 -4022 724 N. W. 62nd St. CARL S HOL T Z COMPLETE INSURANCE SERVICE - - SURETY BONDS Phone 2 -5191, 2-5192, 2-5193 - Miami, Florida ESTIMATES CHEERFULLY FURNISHED WILFORD H. BURKHART " TILES " AMERICAN FRANKLIN - OLEAN Glazed Wall & Floor Tile B. MIFFLIN HOOD - Roofing Tile and Quarry Floor Tile Studio and Office Building: 1150 S. Miami Ave — Phone 2 -4976 PENINSULAR SUPPLY COMPANY JOBBERS of PLUMBING and BUILDING MATERIAL FORT LAUDERDALE, FLA. Telephone 817 Palm Beach, P. O. Box 901 Phone 3 -5577 Stair Rails, Andirons, Fire Screens, Gates 2I20 N. W. 42nd Street, Miami, Florida WEST PALM BEACH, FLA. 501 - 507 Fern Street Telephone 8850 SOUTHERN BRICK & TILE CO. �E �u a SUP R R *.rue r l cow JOHNS•MA VII.LE K DUCTS OR ECTR da T NEW SOLAR with U. S. Super Water Coil The bigger step fort ward in heating efficiency in a greet many years. ENGINEERS and CONTRACTORS Distributors for Westinghouse Air Conditioning U. S. Foundry & Mfg. Corp. "25 Years of Fine Reputation" 422 N. W. let • urt Phone 2 -8202 PUBLI DUNAN BRICK YARDS GREATER MIAMI BRICK Co., Inc. Phone 8 -2135 P. O. Box 1784 MIAMI, FLORIDA O RTGAG E LOANS FHA INSURED MORTGAGE SYSTEM AM ERI AN BANK AND T U S MEMBER FEDERAL DEPOSIT INSURANCE CORPORATIOO 13 9 N. E. 1 sT STREET PHONE 3- 4616 MIAMI CME SUPPLY CO. OOFI G and SHEET METAL CONTRACTORS JOHNS - MANVILLE APPROVED ROOFERS Coral +fa WHOLESALE DISTRIBUTORS 6 N. E. 6th Street --- 1tiIlalni, Flora Storage Yard: - 3417 N. Miami Ave. — Phone: PLUMBING CONTRACTORS MIAMI, FLORIDA GRUBBS R CONCRETE .M 5504 N. W. 2nd Aven BY V. S. LLOIIX. P. 0. BOX 331. MIAMI. FLORIDA 7.5508 New and Secondh Face and Bi G E 176 N. E. 20th St., Miami, nor PLUMBING 637 N. E. First Avenue MIAMI Any Size or Shape Cement Butt Modernized Dobie Walls Lupton - Steel Sash Reynold's Metailation PHONES: 2.8496 - :- 2.8497 JAN. 1939 Phone 4 -5153 1 216 S. W. 12th Avenue E L VIG EE CAL CONTRACTORS and ENG HBO The Service You Will Appreciate" Specializing in All Grades of Hardwood Flooring - Furnished, Laid, Sanded and Finished. — Also Parquet and Colonial P1 No Cupping or Warping — Use Climatic Oak Flooring - Especially Treated for Florida Climate Office, Showroom and Warehouse: 35 N. E. 26th Street "Service is our Motto" W. A. DICKENSON TRANSFER CO. Truck and Crane Service — Steel Erecting 2323 N. Miami Ave., Miami, Florida - Phone 2 -4308 MIAMI BUILDERS EXCHANGE 507 N. E. FIRST AVENUE Office Phone 3 -4920 2226 N. W. Miami Court 1527 - 29 N. Miami Avenue Phone 25365 CHAMBERLIN METAL WEATHER STRIP Co., Inc. 801 N. Miami Avenue Office Phone 5-245o AUGUST CIVIL Formerly with W. 925 Lincoln Road 1 D. E. LINARDY FLOORING CO. Weather Strips and Caulking BEUTEL'S SOLAR- HEATER, Inc. Decorative Waterproofing - The Supreme Waterproofing No. 11 Membrane Dampproofing Wonderwall Paint SEC Made by SEC Mfg. Co. Office Phone 33317 — Res. Phone 71235 609 N. Miami Ave. PAINTING — DECORATING — WATERPROOFING ESTIMATES CHEERFULLY FURNISHED We Sell Waterproofing, Give Service and Guarantee Results CRYSTEX WATERPROOFING SPRAY() FLAKE INSULATION CRYSTEX OF FLORIDA, Inc. PHONE 5 -2651 1414 18th Street — Miami Beach Residence Phone 71483 DE WINKLER ENGINEER E. Brown Engineering Co. Miami Beach, Florida VENETIAN BLINDS Sistrunk Venetian Blinds are modern with exclusive features not found in any other Blind. . . Highest quality materials... Expert craftsmanship. Made to individual order from our moden factory. F r°NUTNE SATISFACTION — Specify SISTRUNK'S Blind S MANUFACTURERS VENETIAN BLINDS 73 Northeast Twenty- Fourth Street, Miami - - - - Phone 3 -2171 West Palm Beach Ph ^r- n934 J. L. SOMMERS — F. S. WILSON CONCRETE and MASONRY CONSTRUCTION Estimates Cheerfully Given ESTABLISHED 1893 A. D. CONCRETE PLACING CO. 16 YEARS IN MIAMI TELEPHONE 2-2585 EST. 1925 Miami, Florida Bright with Color — SUNTILE — Right for Life INTERSTATE MARBLE & TILE Co., Inc. AIR CONDITIONED SHOWROOM 163 N. E. 24th St., Miami, Fla. Phone 3 - 537 1 Roll and Flat Screens HILDEBRANDT PLUMBING Co., Inc. MANUFACTURERS of CONCRETE Standard Precast Septic Tanks Sound Proof Garbage Containers 322 S. W. 8th St. V. J. HOECHERL CO. Phone 5 GILLER MASONRY 518 Michigan SHEET METAL WORK Barrett Approved Roofers PALMER'S ROOFING COMPANY 15 N. E. 17th Terrace, Miami — Key West Phone 3 CALL MIAMI 3 -2151 Res. 7 -4913, 3 -2597 Miami, Florida Miami, Florida — Drain Tile Grease Traps Phone 20051 LICENSED, BONDED and INSURED Miami, Florida P. O. Box 1282, Miami Beach CONTRACTING Co., Inc. BEN GILLER, Mgr. — CONCRETE — EXCAVATION Ave. Miami Beach, Fla. PUBLIC - COMMERCIAL BUILDINGS and RESIDENCES FRED HOWLAND, Inc. GENERAL CONTRACTORS 1113 - 1114 Postal Bldg. — Phone 2 -4193 — Miami, Fla. SOLAR WATER HEATER CO. FOR A SOLAR SYSTEM - That delivers hotter hot water in abundance for instant use day and night, rain or shine — SPECIFY the guaranteed "DUPLEX" Double Coil All - Metal Solar. 15 years in the business . . 55,000 systems giving unquestionable service! 310 N. W. 25th St., Miami, Florida Phone 2 -6496 Branches: Ft. Lauderdale — W. Palm Beach Ft. Pierce PHONE 2- 34 2 9 Domestic and Old Cuban Tile C- 32284..8 C. P. SUPPLY AND WASTE FIXTURE C -33719 C. P. dAL.L BRACKETS C -32526 C. P. ANGLE S U P P L I E S W I T H STOPS C -33678 C. P. HEX LEGS C -33980 C. P. Irt 17 GA. P TRAP CLOSET: 71 5 1 7 0 MERIT V.C. CLOSET SAME A S IN BATH NO, EXCEPT TO BE IN WHITE KITCHEN (IN JHITE) SINK: c-17348 -x 20 x 30 A. R. FLAT RIM SINK C- 32751 *A3 C. P. FAUCET yA 1 TH SWING SPOUT C -19770 C, P, `IASiE C -33980 C. P. I" 17 GA. P TRAP PLUMBING WATER METER: THE CONTRACTOR SHALL ARRANGE FOR AND PAY FOR WATER METER AND TAP. WATER PIPE: ALL HOT AND COLO WATER PIPING SHALL BE MEULLER STAND #RD $4ARD COPPER TUBING WITH CAST FITTINGS. SUPPLY FROM METER TO HOUSE SHALL BE I" YOUNGSTOWN GALVANIZED STEEL PIPE. SOIL PIPE: ALL SOIL PIPE AND FITTINGS SHALL BE OF THE WEIGHT KNOWN AS STANDARD, SEPTIC TT CONCRETE PLUMBING SSARYFDRAINAGENFIELD INSTALL TO A PRECA8T CONCRETE WITH THE CODE. SOLAR HEATER: 82 GALLON SOLAR WATER HEATER WITH #12 DUPLEX AS MFG,* BY THE SOLAR WATERKEATER COMPANY OF MIAMI. THIS HEATER AND TANK TO BE INSTALLED WHERE SHOWN ON PLANS. PLUMBING FIXTURES : BATH NO. 1 (IN COLOR) C '8 B C. P. SHOWER FIXTURE C- 17960 -M C. P. SHOWER DRAIN NOTE: SHOWER DOOR TO SE FURNISHED BY OTHERS. LAVATORY: 22 x 18 CORWITH•►COMPEER V.C. LAVATORY C -32375 C. P. SUPPLY FIXTURE C- 3238I -M C. P. WASTE C -32526 C. P. ANGLE SUPPLIES WITH STOPS C -33678 C. P. HEX, C -33980 C. P. I 17 GA. P TRAP CLOSET: C -II000 MERIT V. C. CLOSE COUPLED CLOSET C -15002 FLANGE PACKAGE AND COVER C-14484 C -14512 CHINA BOLT CAPS BATH NO. 2 (IN WHITE) BATH *ND SHOdER: _ O" CORONOVA ENAMELED RECESS BATH C -3868 C. P. BATH AND SHOWER FIXTURE C- 33581 -E C. P. WASTE C- 4962 -B C. P. I" x 62" SHOWER ROD ONLY LAVATORY: C -164 'dMII 24 x 21 NORWICH V.C. LAVATORY CONT t0 LAIN "':ITCH "rTP PA , "Le Shall b= flush type as shhaYmr on ra: ings. This pan_ 1 shall be set flush in :^ all where shorn on plans. S I All sAt.ches sh -:llbe ?'rya:it 3951 or Ge �3 =11 in single poles. Three way switcnes sn4;11 be Bryant 395-2 or GE 2501. :`;'here combination stitch and r ?capt,-=.cle •. r shorn in one gang they shall be the following Switc Ies Z 1311; I',ceptacles #IL 1320 with tree opening plate hor soAtc yes are exposed to reather they snallbe Bryant 1- ! 1 422 or GE 3024. AECE T CLE:All receptacles shall be duplex Bryant 4832 or GE 2679 ;here receptacles -:.re sho..n on p1 ns and faa. k' 3. ,e_ (7.rP) shall be BryFnt 3795 or GE 2959. EAEIC OUTL -T : Shall be the c ornbin Lion of the f ollo,; ing : 1 /IL 1322, 2 ,';tIL 1320 and 1 ,IL 1323 plag. Prom radio Atlet oll are to r one n line to tho highest }: :k a. qf _ t _r - ,ir t c same under e- ve_ so that at a iyt ? t: an _.- 1 wave a' i 1 y b _ inrt- ..11ed. "::ITCH AN?' F.=.CEPTACLE PLATES: All plates for baths and. kitchen shall . chrome or stainless. steel, ethor p1 tes for receptacles nd switches shall be Ivory lit:. T L- :PT -i07 S RVICE: Provide oonduit from point of entry to the locations noted on the plans. CALL BELL" • Shall be Standard g570 chimes as manufE.ctured- by Edwards. The above shall b:- o rated ire shown on p1' ns . The front and rear pushes s'rzallbe Td.cards it650. They shall be hired in with X1.6 kmritx fixture .:ire and .;her ex2osd to -as onry walls 1 /2" steel tube is to _rot as r 'ce 7:a.y anti )rotso t ;on against moisture. LIG`iTING FI7LTE2: Thi.,_ o1 }ctricsl contractor sh-.1.1 hang lighting fixtures provided for un''er cash allowances. CT'c FA TE2: Tnc re,: ueat for final payment s 1 111. be accom , - =.nied by a gue rentee for 4 period of 12 inths against c -li defects in ,;orkmanship. -1O E DOOR: Provide ear? install Modern Sho.; ex° Door Comp~ ny, Inc. n0(7 Yodel 120, 24x72”„ with leakproof continuous piano hinges, cast brass offset door handles, and easy Lct} on f.:iction catch Pools h'll b Ala. _ d : ith orscurs hammered g1as . -10- SHOWED DOOR: SHO:'ER DOOR, hinges, cast Dootishall be 3 A: N__3 ITCH ANTS, PANELS: Shall be flush type :as shown .on drawings. This panel shall be set flush in wall where shown on plans. STITCHES: All switches shallbe Bryant 3951 or Ge 2841. In single poles.. Three way switches shall be .Bryant 4952 or GE 2541. Where oombinati n switch and recapt.acle are shorn in one gang they shall .,be the follow ng Switches #IL 1311; Receptacles #IL 1320 with treee opening plate where switches are exposed to weather they shallbe #4422 or GE 3024. RECEPTACLES:All receptacles shall be duplex Bryant 4832 or GE 2879 where receptacles ,:tire shown on plans and marked weatherproof (WP) shall be Bryant 3795 or GE 2959. RADIO OUTLET • Shall be the combination of the following: 1 #IL 1322, 2 /IL 1320 and 1 #IL 1323 plug. From radio dutlet' you are to run one a" line to the highest peak and terminate same under . eaves so that at e later date an all.vraze aerial may be installed. St`.ITCH AND RECB'TACLE PRATES: All plates for baths and kitchen shall be chrome or staih.less. steel, other plates for receptacles and switches shall be Ivorylite TELEPHONE SERVICE: Provide a conduit from point of entry to the locations noted on the plans. CALL BELL Shall be Standard 070 chimes as manufactured by Edwards. The above shall b^ mounted were sham on plans. The front and rear pushes shallbe Edwards #650. They shall be wired it With #16 kmax fixture Are and vhere exposed to masonry walls 1 /2n steel tube is to act as race way and protection against moisture. LIGHTING FIXTURES: This electrical contractor shall bang lighting fixtures provided for under cash allowances. GUARLTITEE: The request for final pG..yment shy 111 be accompanied by a guarantee for a period of 12 months against all defects in workmanship. Provide and install Modern Shover Door Company, Inc. Model #120, 24x72", with leakproof continuous piano brass offset door h..ndies, and easy action friction catch glazed tith obscure hammered glass. -10 - WORKMANSHIP: All dust,. dirt, etc. shellbe removed before applying paint. Puttying shallbe done after the pricing Coat has been - el All finished; surfaces shallbe smooth, even and free .from :defects. • ;Sand° - -•:4 papering shall be done where necessary. Finisho €:close:ts shall be the same as specified for the adjoining room. ERIMING AND BACKFILLING: All woodwork to be painted siriall be primed with lead and oil paint. Exterior wood frames and winder bucks shall be back painted with a heavy coat of creosote before. erection. All trim shall be primed before plastering. The backs of , all cabinets shall be given a heavy coat of shellac before fitting. STUCCO PAINTING: All extez for masonry walls to receive. 2 coats of paint, color and effect as directed by the Owner, of -the following formula : - 2 bags of finish lime, slacked for 24 hours; 5 gals.. paste eaterproofing SEC); color as selected; "ix thoroughly; add water until of creamy thickness; .then, immediately before applying to a wal to every "10 quart pail of paint add 3 lbs.. white .. Portland Cement and stir well also, stir with t as paint is applied METAL SASH: All metal sash shell be given in addition 2 coats of lead and zinc paint. Miscellaneous exposed given tco coats of asphalt varnish. Screen frames are WOOD`NORK- EXTEFIOR: All exterior :R shall receive 3 coats of lead and oil. WOODWORK- INTERIOR: All interior woodwork, trim, doors and sash shall..: receiver 1 coat of lead and oil paint, l eoat of enamel- undercoating•, 1 coat of half end half and 1 coat of egg shell enamel. Kitchen, Pantry and Baths woodwork shall be painted 1 coat of , lead and oil paint, 1 coat ref enamel undercoating, 1 coat half and half and 1 coat of bright enamel. KITCHEN AND BATHS WALLS AND CEILINGS: Only sh411 receive 1 co: t of primer sealer, 1 coat of lead and oil and 1 coat of egg shell finish, PLASTER WALLS AND CEILINGS ELSET'ELE: Shall receive 1 coat of primer sealer with color aded, 1 coat of lead and oil. ELECTRIC WIRING GENEFAL "ON ITION : The Electrical Contractor will be governed by the General Conditions and Requirements of the General Contract., The fall lowing specifications with the accompanying drsvings contemplete the installation of a complete system of . electric wring, to be installed ed :.. in strict conformity with the rules and regulations of the 1ccel city* ordinance, National electric code and regulations of the Power and Light Company. The Electrical Contractor must furnish the burner with certificate of approval from the municipal dep,rtrnent having jurisdiction. CONDUITS: All wiring shall be install.ed in thin sheet' tube. Traps in conduit .via not be permitted unless special written instructions are received from the Architect to that effect, in which case conduc- tors installed in such conduit shell bje rubber and lead covered. 77FVICE Shall be overhead from )olD to outside of building. :. Run service wires in conduit of proper a1ze to meter and main switch ocaticn. to shop priming iron shall be to be painted. • .7' . • FLUSH TYPE TILE: Tile wainscot shall encroach in or out of wainscot. a, of doors so that the tile will Anish 1/16n beyond face of plaster. At window jambs, however, where recessed Venetian Blind Guides are used, l a tile and plaster must finish flush with the Blind Guide. Notify Architect if Venetian Blind Guides are not properly set in relation to window. BULL NOSE TILE: All openings into tile wainscot willbe bullnosed ex- cept at windoa jambs where tile and plaster must finish flush with Venetian Blind Guide and window. CLEANING AND lAXING: All traces of cement or Oust accumulations 'on tile work shall be completely removed. Tile floors suitable for 1 waxing •hall 1 coat of wax. Quarry the floors shall receive 1 coat of keraaene and oil. 1, SCHTTULE OF TOFK: All tile to la flush type. TILE STOOLS: All windows as called for on plans shall be matt glaze . i bullnose tile. 4 ACCESSOFIES: Equip each bath with 2 soap dishes (one ith arab); 2 - 24n toAel bra; 1 tumble . Jc1 tooth br sh holder; 1 robe hook; and 1 recessed paper holder. Accessories shall match color of tile walls. KITCHEN: Provide 4x4n matt glaze tile counter top, hack and ends for counter as shown on plans, together with 2x6 Franklin sink trim. Tile to be colored. BATHS 1 and #2: Provide four foot aainscot of 4x4n matt glaze tile on white biscuit for entire room except at tub or shower where it shall be 5' - 6" high. Floor to be matt glaze semi-vitreous body.. Tile to be colored standard grade. isettettektec DOPCIT: Provide Exe" Quarry tile floor with no base, color , and pattern as selected. I "l / lir4vir 444. /''rIvic,t. atoms. "'waif* 4,4044X7 C fXre.4.4 PAINTI,N2 EXTENT • OF WORK: This part of the contract includes Ell material labor, equipment and scaffolding for all painting as specified below. IMPORTANT: This painting Ccntractor shall see that Venetian Blind Guides are cleaned before painting or repoint and repaint jambs at his own expense. Painter shall not pint Bath Poem walls unless plaster is 1/16 back of tile work. OLEANINg AND PROTECTION: This.Centrector shall provide clean launder-. ed drop cloths, rags, etc. for protecting floors, hardware, fixtures and other parts of the building from paint droppings. He shall : clean paint from any other work whicn may' be defaced by hiS,WorkMen, 1pav7 ing the job clean and complete. MATERIALS: All paints, varnishes* lacquers and oils shall be Benjamin Moorea& Co. All special brands of finish herein for shall be brought to the building in the original packages. They shall be Uted, in strict accordance with manufacturer's directions and must not.le:. thinned unless.directed by the Architect. All colors to belmIected by the Owner. -8- JLTF, TITIHINTM1 Provide -copper flas Lia," at solar hFter unit and whsre pipes F o thr .:t;.sh roof or sll s . 00FI C ,:: "IING n: SHINGL TILE; Roofing tile shall be spprovcd _. cessent interlocking shinEle tile. The :, shall be laid in full bed of t l roofing ceent mortar. Hips er ri es ;Nall be c vcred. . ith barrel tile 1a._id in s -. Civ ertirs roof 2 coats of. Somati waterproofing. LLT'TITTG AN PLASTEFING. GENERAL: This Contr_ shall replaster all damaged portions of his work cs used by other trades and c611ect from them. He shall submit samples of all finish plaster. "Tote that Livcss,% 7irdow Unit is specified. ?12.st with pal finish flush Venetian. Blind Guides, plaster jambs coverin , guides by more than 1 /16" ars to be cut our and one over. Piaster must finish 1 /16f back of tile wainscot or be removed nr redone. No pla:;t; r_r. shall be done until roof tile i en, v r_d o7ss are glazed and cx.teriar stuccoed. T. TAL LATH: Shall be :h vanized 3133 mesh clinton cloth. ctrip all carre s, angles and bullnoses with 3 stz'ip Lath so y° moulds and elsewhere as indicated. Metal lath shsllbs applied for tile bases and. ;::iere stucco is carried on studs, tile wainscoting, and. under , 11 mrved surfaces. 4 et1 lath all. arched openings. All 7:sirds jambs will be 3/4 bullnos s . SH'TTROCK: 5h. *1 be ?i :d throughout as lc th except sSasre of ie r; ise specified. ? hero joint- re greater th.,.r 1/2 the; shall be covered ,;ith strips of clinton loth. FITTI SH PL4STEF : ShF:11 be light textur putty finish. Submit s mple s of texture. Finish coat shall be made of one at lime putty and one part snfibercd gypsum plaster, textured aco ording to s_i iLe and applied accordi_r. to J ri fe.ctuz : r s s CANT FINISH: Use very fine whits sand. Fub surface smooth with gunny sacking. SMOOTH FINI ^H: Shallbe troweled smooth as gln ss, free from all ricks ard blemishes. Kitchen u7f1 3. E=xth Rooms, only, to be smooth piaster. STUCCO: See plans for pork that is to be stuccoed. First coat of stucco shal.lbe composed of 105 Tiger Finishing liras, or egsal. Add SAC - ;,atcrprcofirg according to manufacturer's specifics Lions. Scratch first coat to receive second, composed as first. Stucco Shall finish /4" thick and ho :11 brushed with :;et brush. TILT TALL BACKING: Provide scratch coat of cement mortar on all metal lath which is to receive tile. TILL :' GENF'AL: F� all r ' 1 ccss the �_ � �., -�� __11 : : �ri�.l �inc� � bor ne � •z °� for t completion of all tile ■ shown on plans or c -11cl for in these specificati6ns. All tile is to be hid on a full cement grout and i ; to br level and plumb. The the contractor shall xquare rooms in ; his work is to be inst Ord 1.:.; his tile square rsg.-rdless. :itches must be ei in m el f of wcinscot. cr "r -ere to he teel fr rao fi11d ..ith 18 mesh coppor bronoe mire, fixed - to th_ flume of the sLeh in su.oh a rcnner to :now the fre, operation of tho c: leaf 7oitiott the romoval of the screcn. qcreero fr' e ohollhLve oho l : eoet of bakef enamel. 7P 'his Co-tr cter ota11 oroot all sash shall instiuct Trason ho: to corrctl l orepcx tho Jogh op's7ing. ir accordanoe with l'.rclaitectte. oection det Lnr" he shall be reoponsibl- for same All sosb ehll b Let in mastio oclent, 1 ,1uTb and love', to heights as silo= on olvations. TFECTION:Sash, e:lcoPt as hoted, shall be dolivered to Livesay Tindow rom2any ohero they oill be caulked and oet into conorete frames. Sash in gloss block walls shall be anchored oith opprovod metol anchors in jambo. Use rfl:ulir 000d 'ouck ot hood. :indows and , ±!.00rs shell be glazed oith P Tt glass. Glaze teel sash ocoordirg to manufacturer's specific:ticns. Dock putty door glazi, ir! With P'1 Coolking Compound 'WALL •IREOP: ii1 bo 1/4!T polished plot o glass- copper bcked all as detailed. d.rioings. GLISF: Blic Ch 11 he 5-7/8r x 5-7/0" x 6-7/8n as nlonufoctured hy ( Com:dony, face pattorn Lo seleetd. CITTL7ING AND FATTI7TOFTEIPPING All exterior frtoAcs, .v:ood or metal, shall be hond caulked against . masonry or frame, onc . when stucco is applied, against Ltuc•o. Caulking comfourd to h .„rovido by Chottlhorlin t: strip Co. (No substitute perraitied). Sec (Thor schedule. for brass thresholds and oca Thero colJed. for use .1184C or •''E? threshold as manufactured by Chberlin MetaA. Weotherstrip Co. FiCOFING 1.7) SH7ET 77TAL GUA72. This Contreotor shall crnarertee all roofs and fleshings to be vooeteo tight and porfect for a poriod of 5 years and sholl make good, without cor:t to the Owner, all leaks during tht period. FLAMING: All flashing, and counter flashiro wherovor jjfjr or where usual or necss: to al.ole.o to work :oto tioht oholl bo 16 oz. hot roiled copper. Vertical.. raaoonr;7 oolis ootonding above roofs sholl have flashing rot less th,on 0 hiEh and 000nter flashing caulked agairst wall. Provide and instoll oolvonized arifoo iron drips ot eaves and rakes of all pitched roofs. 77 LT: All pitched roofs shall be covered oith 30/: felt ohingled in. Loy Eeotra. loyer of felt ov:r ri'ges and his ord in valleys. All flat roofs shall have one 15# felt tintacked to sheathing and one 70 felt mopped to 1 fclt, Plus heovy coating of orovel. Provide gallTorized iron gratli stop at eges. ,DINLT: en pLns sublt shop f,rawinF for approval. r07.7. 7CF 70r)7S: See door schcaiLe. Scroen doors screened - icith 1=3: rTe'sh bronze r raass or - od„ priel of :Icors to be set. in Pecora.C7Julking com:ound. DOOR FRAY1.72: Exterior nd interior frarrcs to.be best cluality cyprcss. Siee Ca7J7 a;:ainst fres set ,:qd aftcr stuccoing,. C LINING: Provie and install 3/8" Tennessee red aromatic .tedar lining in all 'Jot cre cLilld for on plans. TE7TIK RAM Provide trunk rack V177TIAN BLIND GUIrEF: all 'aindo sh.c. r on VT:77TIAN RLTY7 7 units. Provide pIanS. in Ea.i.c as so'r, or a: lirected. hr Vnetian iluides for Are incluJed ith ivy" Precast window VETTIN BLIND: Ac provided under ::_eh - llowances. 721=T": Shall be fittc1 with lx3" hoDk stips and 1" gclv pipe barging rod - .,1th 15" :.nd 12" shelves c*VC2. Provide shoc s'Ielf at line. ?rovi-',D 8:J3" screened veLts in ceilings of all closets ith tcic syce 0E1. Linen clo::t 4 L; 11,Ev, 5 sIlolve - 2 18" wide and 3 1 2" 'Aide. =IC= C!,EINETS: Contractor shall install isdicine cabinets provided hc7,ar cih llowances. TINOLTTg: T' Standard weight 1ircait ,ith f it urkf in 7itchEn, color -rd jtrn :s selected bz Owne.. 01717 DOOT'; Provic'_ and install 1 fcr ore pie ovel'icad garage door. Hardware to be "Frantz" or equal. HAED"'AF Thi ontractor shall set finish hardware provided under cash allay P007 7OCKETF: Shall 'be linod witb presc'lwood, full height and •Thpths of pockets.. ************* ********* ******** P7.7CF:T. 1 ;!INFO7 7 NIT: Provide and install Livesay pre-cast window units throughout except as noted on plans. This unit shall consist of pre- cast concrete fr.Te A.th steel sash precaulked to frame and recessed tyoe'lx1" brass Venetian Blind. Guides throughout. The Contractor T-,11 notify mason, plasterer and carpenter that Live ay 7nits arc to 'co used so that saviL6s ma• vo made in their SkSH4 All steel sash shall be Campbell Light section, or equal, of the sizes thorn on pLns and. elevations, installed according to Architecgis detail. Sash to be eqiiipped vi.th die cast bron2.e sta:ndarf mesh crank opera- tots camlatces, DUTTETFLY TYPTT where Venetian Tiind Guides are called for. ACING rILLE GTTPE'S pl Ali sills, girders or plet_s shell Aeve level uniform bearing on the found vLL or piers. ' neces,ary to 2rovidL : be-rir-, eemsnt : ,rout of mart, r chL11 h uniformly pl unde th pl or sill:. The use of ooden '::edges. shingles - 1 - 1d small blocks of roc) vill not be - ,.cceptable constrileti ROUGH CAR77ITTPY FORMS: Const 11 forms for concrete nc5 m..sonry work. CUTTING AND PATCT-TPTC: This Contr7 s do all necess cutting rd 2ntchin7 of wood7,ork as may be necesec.ry for the other trles to inst11 their - ! - r: , rk. T.P"TNG LITur'; To be W2 common L. L. Y. P. t21: 20% f_ 7frier:, n sil plates or Lill be on - taconry or con- cr.et- slrhs sh 1 Celollre-sol plant tretted. Joists restirj on --iv -hhll have their ends trented for 18" before -ettin- on concr sl-bs have 30 felt uniler. Floor joists to 1- )e. - F sLaum on 2'. . Eoublc under pa: titions. Ceillng joist-: - x6" 1 16", %cll bred. if :Tr is over 1'3 feet. Fftrs: 2x" ' 16", or as sho n, 11.1c3 n( ti if ,p n - )ver 1 feet. Roof p]rts; 'x6" bolted 48" c. 't12r?,s: D 13", bolt t; , 11' 1th RriHEinc: lxZ" cv 1 of of Cnirs ove t c fc-t sh1l bc t-u5 PC Lintels t be 'x:," set an se nd rqr)rbiecl. hc ,00fs shall b therl le -omTon pine 7/8" Y C", TT ( 1. 7o2 cx2osed shertninc r'r 717""G: trr °1 111,S for plpr,t be set s rred. 11ff:" Celcure-sol bTh t-eat 3t-i 1 3" shall be -)1r d tc "1. -. Yvt - - with cut P 1x6" -t 1 1c71s of s - nc9 ( 1( ach site for 7 '_1 b n 4. o 3'. 1 furr 'renst. SUB-PLOOP 1d form lumber in sound ccnclition ira, h sc3 stb-.• floors. It 73.1Eona11y with joists ni:1 bc spaced. 1/4" Epart. Chort leF:f 17T:4tr All not be acceptable unless pl.nt treated. i'CUTTL7: Build into cilln7 where sho on pins or (7. by the Architect a. 24x2/1" tr Thor to ;_ sr SOL: TSTIK B07: P=7 2)(4" fro A.t17. 7/8" ': 3o shzth- Inc Tith 301/ roofing fel:;„ .trip 1 16" c. c. cover v:ith f‘cr FINISIFFP CATPENTLY TILLOEK nCP FLOOF: Finish Lcod floors shall be Ls sho;:L Plane u1 171 fit L.11u:,;. fill, ;A•:L.ir„ jive 2 coats of Zocile ad9 2 f.-ot of To be m to .17) ATFF.IALS CON'T: H. Clay brick shall be nev: hE .rc burned common red clay brick of standard sizes. FORMS: x:1.1. roncr ,te shall be f:ornp7 t ly formed and none poured in contact ;:ith eL eth, unless = -.rth is ,:t trios oughly. PEINFORCING STEEL: Foundations es show. Slobs as shown. All builrinrs shE11 hive continuous :y X11 tie beams p1Pced at 2nd floor and/or roof line 7ith e deth of at Ae st 1`2" reinforced w with 4 - 5/8" rods, t:o placed t top nd two at bottom of beam. 'tun cJntinuous eoncrets girt at least 8" by viidth of wall, x einforced . i th 2 - 2" rods on top of 'all parapet walls, if shown. All door wild window lintels mu et be of reinforced concrete, using 2 -- 5 /s" rods addittonsl. 0 CONCFTTE: Shall be 1 -2z -3i mix. The maximum amount of later to one sack of cement shall ba 6 gallons. C1T ENT FIND "H: A.11 floors so marked shall be 1" thick and mixed PS follows: 1 pert PortlEnd Cement and 2 s• nd.. ::here color is called for it shall be in.tegr�..l. Floor shall be smooth i .pith herd finish. TERMITE SHIFLT": Cee that Roofer sets termite shields at pne level location of g:irdei's on :ails shall determine height, not sill plate of joists. ";INnOw UNIT: This Contractor shall install Li.ve;zay precast Window Unit for all vindows except Kitchen, Beth #2 and Living Room corner rindo . pouring of concrete sills is not necessary, nor lintels, except ::he re l int.:i span is ove 3 feet. BAT I FLOUR:: Bath floors shall be provided with 3" concrete slab reFtinr on forms provic'. d by carpenter, ri inforcad with steeltex. C77:17 MOrT r : Mo ,- t r for all ma : onry work is to be composed of one part cement and three p sand. MA CT'FY T0PK: All cement blocks r%i;'_L1 be 1 ^ up true and plumb in a workmanlike manner. 11 foundations shall be poured concrete or if constructed of concrete block shall have all voids solidly filled 'vith grout. Tops of foundations shall then be plastered v.ith 1 -2 cement morter 2" thick. ro =. this with asphs lt emulsion before placing sills. foundrtion :- ll : e ^- ying joists shell be 12" thick.. provide pre -cast 3x16" "Bloc.-- Vsnts", 5' o. c. and 14x21" access door. MISCFLLI?NEOUS IRON: This Contractor 1 to furnish : rd install all mis- ceJ Zane ous iron to fully complete the cork, such as joist anchor hs.ng- ers, :t-, where indic ted. FIREPLACE: Is flese end shallbs liner; :ith n; r: y tile. 1",77IIL 1 H be provided and set undo llo :.nnces. T'L TF0: 2x6" pl tes ehe el be anchored to beam with 1" x 12" bolts , ar _. Ott o n "et 'p,)roved anchors properly spE. cec. in each of the concrete beams to anchor eL eh fourth floor joist, ceiling joist End r ;_fter. Partitions running et _ri - rgl to jot-t to be -1 hored t . .p p7 ate .v±th joist anchor. -3- EXCAVATING AND PAVING CLEARING THE ^ITE: Stumps, roots, etc. yithin tai:: ruildin- lines shall be cor)i tely removed and none left in the ground to dry rot o° decay. Plant growthip vines or tall gr ss on the lot shall...be cleared. away. EXCAVATION: The building shall be properly staked out and batter boabds erected in accobdance with OvnerfF, direction. Trenches for foundations shall be dug to levels indie' t d. Taey shall be level r ezd free from . 11 refuse. Rot tom of footings to be Ft 1eaot 6" below natur = grade; top of footings to be 9t le-st 4" below finish gr: de. CL A,T " ??'CT' TJ1 TIT JOI`'TS, ETC: Level off the high pyres in the g°rede under building and provide at. leatt40" ci- er sp ce betveen t1e bottom of joists : the grade un'er building. ? minimum space of 20" shall also be provided bets;, -_n the bottom of ,girders and grade un1- ss the -irder is plant ti eC Jod. The space under the building shPilbe thoroly cleaned of all b1_ocke of vod and other debris. BLC'_ FILLI TG: After concrete h' s set in excavations for footings the Contractor sh, ...11 fill in around :a1.is and slabs to levels shown on pl e.n s . 7 A1.1• gr,,ding, unless included on plot pl - shall be omitted, except for fill und -r 4i ive ,,.ys _nd ,lore recess ry to bring tern to ,.7ro per gr. des. DRIVEWAY: Shall be 6" of crushrC rock rolled. to 4" with and and oil finish. Provide 12Y radius splays at street pavements. `!ALTS: ; "'here 2" c - key stone on fill is cell d for on plens, it shall be random sip:(? slabs of Keystone 2" thick aLppr•oximstcly t': o sc,r'r.e feet in area laid on fill elth cement joints. CONCRETE ".T ?` ?�ACONRY GL L,AL: mho buil ing is to be a concrete block =nd stucco building. This pert of the ■ork includes 911 mate labor, etc. for plain and reinforced concrete work, cement block work, brick °eork, cement floors, tile vents, and all other r,ecess,a.ly masonry work for the completion of the building. n:L_m „ .InLS: L. Cement shall be Portland C -went conforming to the current standard specifications of the American Society of Testing Materials. B. Sand shall be clean, sharp and free from any foreign or deleterious m' rn;:' shall be well- graded from coarse to fine. C. Broken rock shall be clean, hr rci. r nd shF..rp of proper size. D. Concrete bloclf snail be 8x3x16” -.nd shell bear UndeJ. ,' iter's label which shall be sent to Lrchitect. E. Old brick shall be used, red clay brick of standard sizes, cleaned ar F. Terre cotta flue lining to be of sizes indicated. G. Cement brick shall be approved hard sand lime of standard size. GENERAL CONDITIONS _ECIAL f9TE: All work included under these general specifications -end spec ications for the various trades bound herewith shall be subject to all the requirements of the current edition of the Standard Form of the General Conditions of the Congract for the Construction of Buildings, aspublished by the American Institute of Architects, except that the following amendments shall be made: In article 29 and article 37 in paragraph J - w the word "fire" occurs, subtitute the words "fire and windstorm". In article 44, after the words "broom clean ", include the Elause "and ready for occupancy in all res ects with glass and pluiabing fixtures polished end all scratches, dents, stains, paint spots, etc. removed from all surfaces ". The Contractor shall maintain liability insurance in accordance with the local laws. Each Contractor shall compute in his estimate and properly pay and discharge any obligation due the State of Florida under the provi- sions of Chapter 15,737, Laws of Florida, Acts of 1931, known as the Documentary Stamp Tax Act, or due the United States of America or the State of Florida, under provisions of the Federal Security Act (h. r. 7260) enacted by the 74th Congress, or due the State of Florida under provisions of Chapter 10,848, Laws of Florida, Acts of 193J, known as ., the "Retail Sales ct ", or "Chain Store Act ". SCOPE OF WORK: The following work only is not included in this Con- tract - finish grading, refrigerator and range, or any other items so indicated on the dravings. Excapt as above this contract includes all labor, transportation, materials, ecuiprnent,.fnel, energy, water, light, scaffolding and tools necessary for the entire, proper and substantial completion of the work; the installation, maintenancem and reioval of all equipment of the construction, and other utensils or things; the safe, prop -r and lawful construction, maintenance and use of same; and the execution in the best and most workmanlike' ma nner of the entire work and .everything properly incidental thereto as indicated on the plans, stated in the specifications or reasonably implied therefrom, all in accordance with the contract documents. R :SIT FEES: The Contractor shall comply with all local or- dinances, regulations and mortagor's requirements affecting the work and pay for all permits, fees, etc. ',',ATER: The Contractor shall `make the deposit for water meter and pay for water used furing construction. PR,QTECT.NS: The Contractor shall remove completely and dispose of all trees, shrubs, etc. that are within walls of the building or are in the way of driveways and walks or are so close to the walls of the build ing that they will interfere with construction work. Any digging up, moving and replanting of any of the above trees and shrubs shall be at the Owner's expense. Trees and shrubs near construction shallbe pro- tected against injury. Sidewalks damaged during construction shall be replaced or patched at the Contractor's expense. FOTaaaaN• The Contrcctor shall employ a full-time foremn acceptable to the Owner. Tile foreman shall be on the job from start to finish. CASH AkLOWAI\TCES: Finish Hardware (does not include garage door hardware) - - - V70.00 Electric Fixtures - - - 65.00 Medicine Cabinets - - - Stone Mantel, heerth and setting - 15.00 25.00 Grilles 25.00 " t?1i -1 - - - iao. na► Application is hereby made for the approyal of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application. is made in compliance and conformity with the Building Ordinance of 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 Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building luring progress of the work. Owner's Name and Address Registered Architect and/or Engineer Name and address of licensed contractor. 27.e.12_1___0.15._€...A_L g_11. a S I -4 Location and legal description of lot to be built on: 7 17 ` Lot Block Subdivision Street and Number where work is to be done..70 State work to be done and purpose of building (by floors)__..-7__ ,, •11 ,,, C6A 0 0 --, -P and for no other purpose. New Building Remodeling Addition Repairs No. of Stories i To be constructed of Kind of foundation__ Roof Covering FLAT . r i A Y?- 2 -, 1' Z -6 Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such nublic notice or notices as are required by the Act. The undersigned agrees to employ only such subc a rs, on wo permit, as are licensed by Miami Shores Village. (Signe forme unde Remarks Disapproved (Signed) IAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR UILDING PERMIT it. r p TA STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.J 4 Date_ 7 - 3 Read, Sworn to and Subscribed before me. Date Date ,i9 • No" Street ST/ to me well known, Notary Public, State of Florida Building Inspec My Commission Expires NNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of $1.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty - materials and/or workmanship. Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of 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 Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Ov.-ner's Name and Address .. 2 i f _ ®..��.� ...._.. Street.A £..�s.: Registered Architect and /or Engineer Name and address of licensed contr tctoe.... . ?fi i4 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done STATE OF FLORIDA, COUNTY OF DADE. j ss. Permit No.. Disapproved (Signed) .... MIAMI SHORES V LL,AGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR J Chairman Member Member ....- . ----- -..._.._--- ._...._. Lek UIL G PERMIT 9#_ 4u/ P/4' e State work to be done and p}}rpose of building (by floors A Ce.0.-M vnt k!/_/Z- and for no other purpose. Repairs No. of Stories Roof Coverinng, New Building Remodeling Addition To be constructed of Kind offfouldation. Estimated Total cost of improvements $ sil ke' ' Amount of Permit � ........ _.... Zone cubage required . plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such ublic notice or notices as arc required by the Act. The undersigned agrees to employ only such _ ntractors, on vy to be performej under this permit, as are licensed by Miami Shores Village. Remarks.-__ (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared _. _.. — _......_. and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoi g application, and that he did sign the same, and that all facts therein by him stated true. Read, Sworn to and Subscribed before me. to me well known, Notary Public, State of Florida pector / My Commission Expires PLAN ( C BOARD DATE Member Member Member Council Approved Date Disapproved NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is medo necessary by improper notice for inspection or faulty materials and /or workmanship. Date has been obtained from T' 4, p 4 4 io i W MUM 111111 'f7 ,S r4 .6.,N4 ,HORN GO•. V Co...TRY CCJO Pb •o/9 lad A,69a .vE 9e s 'MEIN .37 r'' sr s 5 d l • � VC ACT • 04 - 3404ES CC ATC4 co W 4., .4 4 S4 s , Y //L 44/' P•0i4 stn 4 4eu +o ,' 41,144 ,t•. s4 .r -c , N.E. 93 "5T.b N E. 92 ST. e • Ica - 4 4 ^5T. mm NNW 411111111114t velegann massamit w Tt2A4.T- 2 DOD 9:DOOi maim �om�avo�i N, E. W 1 97 temommr l • N. E. / nine A ♦ UM W 111 MIMI II Air 9 T 44 • it AAI PRE mat 3. , EMI EMI OM EMI MEE CUM Y TR A C.t- 0 Nt E N 1. T 4, S ° '77 5 sr REIMPROV 11181 A \ NO UNIoCf©oovr (5 .4 3� 3 . 5y (� ' 5.5 ( PVe N'MC (a - f•s�)! 1111W4*" MEM 98 5 1 114 t:l 111 0 to .T IOO"• 5 T A • .0 401111011 3 r4' A#APa I• r N.E 9 9 T. s 1 W 5 ,a 402•.- 5T. Ne T. 1-4.1•7.1 r MEI MOW ANCENE AMORE 0 1 uraMINIX NE I00• . 3T Immo NC- 99r^ alogionom NC. '01,. ST N- E . L. v 3 mom 97 N E. 96T" ST. t I ;., ; ► 41► ..ITT mum 95 r. Sta /tat er I�vO i llili efi w hiiiii' o Amairminerm mmm®m®mmmmm®®:: i1i� i d1, I . I a RAID NEMIDEEMP.111D11111111 0. rca 0Pemaomav0ott 00 NEE Eioavamameomommr 0 m . meismo DD Dlv s: 9' IV. 5 5T T. 7 A Q 0 . - /"./ . A. VI W 4 M.4 . 1 N a .a 07 44 ./ .w --- JULIA • L doll 0111110111 . 2 • sr • 7 ( 2)7 9 1 O 9 na 5r 0 4 C+ a 5 - 1 4 ♦ 4a OpOgvpp M 6 tRt� 13 N ,5 {4 17 14 I4 Ib TRAcr-3 O' r in in gm O O0 IIIIII r ° � 2 ' 3*ME s O311®11111MI la• 2 3. - n<r_RSPC,TE 5419 7 -s; '12 '• 1., , rr l Amy S k &s, FL MIAMI 571OR[3 VILLAGE LIMt15-- 10 BI "'NI. C a rural (e -a) \._ _ S 0 C: A N s L .4 e. 0 S f ATE OF FLORIDA DEPARTMENT OF STATE Division of Archives, History • and Records,Management DS HSP-3E 9 -74 CONTINUATION SHEET MSHPB USE ONLY Original owner: Robert Rosenbloom Site Nn, i Ps-a. — - Site Name 1060 NE Miami Shores, FL • Physical Description: Structure is a one -story masonry vernacular home with lateral massing. The roof reflects an Oriental influence with flared ends on gable and exposed rafters. The NW corner of the home is curved with a large glass block window to the E and the garage with porthole windows attached to the -W. Another porthole window is W of entry. ARCHITECT __Shanklin,_William] Miami, _FL). BUILDER Cravero,_ George STYLE AND /OR PERIOD Masonry Vernacular PLAN TYPE irregular /irregular EXTERIOR FABRIC(S) textured stucco STRUCTURAL SYSTEM(S) concrete block PORCHES none FOUNDATION: concrete block ROOF TYPE: gabled hip SECONDARY ROOF STRUCTURE(S): gabled hip CHIMNEY LOCATION: n/a WINDOW TYPE: steel casement and glass block CHIMNEY: n/a ROOF SURFACING: flat tile ORNAMENT EXTERIOR: glass block, wood NO. OF CHIMNEYS none 952 = = NO. OF STORIES one NO. OF DORMERS none Map Reference (incl. scale & date) Miami. Shores Village Plat 1980 Latitude and Longitude: Site Size (Approx. Acreage of Property): LT1 LOCATION SKETCH OR MAP N if q i‘ \+o 11 7: 1' I 19 •; ro Piz Contact Print lobo N.6 4 15 1 n sr. 7J 1 1 Township Range 53S 42E UTM Coordinates: Zone __ FSsGng -- - NoFlfilnp Section 5 872 = = 874 = = 964 = = 966 = = 854 = _ 856 = = 942 = = 942 = = 942 = = 942 = = 942 = = 942 = = 882 = = 882 = = 882 = = 950 = = 954 = _ 809 800 = = 833 = = 812 = = 890 = = Photographic Records Numbers ___. 860 = = 4 STATE OF FLORIDA DEPARTMENT OF STATE FLORIDA MASTER SITE FILE Drv1910) UI Af011v39, Hr Iory Site Inventory Form FDAHRM 802 = = and Records Manapemenl — DS HSP 3AAA Rev. 179 79 1009 = Site No. Site Name 830= = Survey Date 8506 820= = Address of Site: 1060 NE 95 S t., Miami Shores, FL 905= = Instruction for locating on S side of NE 95 St. between NE 10 Ave. & NE 12 Ave. 813= _ Location• Kirby's Addn. to Miami Shores 4 868= = subdivision name block no. lot no. County• Dade 808= = Owner of Site: Name: Morrison, Marion M. Address: 1060 NE 95 St, Miami Shnres,_FI, 902= = Type of Ownership private - 848 = = Recording Date 832= = Recorder: Name & Title: Stofik. Marty & Rodriguez, Vivian Address: MSHPR Condition of Site: Check One ❑ Excellent n Good ❑ Fair ❑ Deteriorated ❑ Moved( NR Classification Category: Threats to Site: None Check One or More ❑ Zoning ( . )( ❑ Development ( )( ❑ Deterioration( )( ❑ Borrowing ( )( 863 = = 863 = = 863 = = ❑ Other (See Remarks Below): Integrity of Site: Check One or More ❑ Altered X1 Unaltered Xi Original Site 858 = = 858 = = 858 = = 863 = = ❑ Restored ( ) (Date: 1( ) 858 = = )(Date: )( (858= = Building Original Useprivate residence 838= = Present Useprivate residence 850= = Dates: Beginning +1939 844 = = Culture /Phase American 840= = Period 20th Century 8 = )( )878 = = ❑ Transportation ( )( )( (878 = = ❑ Fill ( )( )( (878= = ❑ Dredge( )( )( )878= = 878 = = Areas of Significance: Architecture 910= = 911 == 818= = 916= = )( ) 878 = = )( )878= = )( ) 878 = = Significance: Structure is a one -story masonry vernacular residence with strong Art Deco influence. It is in a small subdivision developed during the late 1930s by Byron Kirby, whose home at 1000 NE 95 is included in this survey. Noteworthy features include the use of glass block windows and flared ends on the gable roof showing an Oriental influence. William Shanklin, the architect, designed many Miami. Shores homes during the late 1930s. The home in in scale and character with the surrounding neighborhood. 1060 N. .E. 95th Strom b y- -- year period used amount paid __ -date pairl raaei pt e /o?• N'3/ I- - 1 -6 -s/ fits -7 AlatIO - _ LOCATION 1060 N. Le 95th Street ' GARBAGE TAX RECORD PAID BY YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID NUMBER 0.,14ru.- 0, 1940 A tf*-4' / I/ : / l v A® /ea � � om` Aid.1 l r . ` - my I ei. --- - A�'a /J7 / 1941 t� T '0/ � /Il ele 6. J 1942 AO ° ® / c�.1' �� (� � 3 /To l _�...' ., /_�► ,�Lle . , , 1943 , / ' %' ' , /- - ' AL- a •Q d /8 ed , 1.[ I1 3 - -4? .57)-o /-319 — .e ,5 i / � / ,r‘ 24 t; 4 1 r. ,1 i.t� \ "- .. ...0L..1../A--.4... Lli -J D 6 � �� cr.t��` \: 19 /ic y)' ' 45` 1946 . f ." / / pf1 OK (� 1947 1- 0 P y — - -V g l' a i• °° 1948 /2.• ®a f2.-3/-91 " \ t2 //- r? f6 7 1 Q, o 0 1949 ®i _/ 2 - !/ 9 f �l /o+ e/- 64 ', et 1 (4 - S‘ A`.Vf_ /gin 7 /1 // // 0 .. a ., _ A 1,0 .Y� V,� . /A 1 1950 LOCATION 1060 N. Le 95th Street ' GARBAGE TAX RECORD 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 Shores Village, shall be complied with, whether specified o ot. // OWNER ARCHITECT GU .? , ; , LOT BLK. SUBDIVISION NEW ADDITION TOTAL COST 4 , -- Lldin _to- s. for g - - -u and no other use. I hereby submit all the plans and specifications for said building. STATE OF FLORIDA) COUNTY OF DADE ) 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, Member Member secretary Building Inspector Permit No., o0 Issued t Electrical Permit No. BUILDING PERMIT RECORD MIAMI SHORES VILLAGE FLORIDA APPLICATION CONTRACTOR REPAIRS NUMBER OF STORIES ROOF Signed, Notary Public (Signed) DATE My Commission expires Cubic Feet Cubic Feet required in this Block PLLNNING BOARD Chairman O Plumbing Permit No. STREET # Painting Plastering Lathing Electrical Mason & Concrete Plumbing Roofing Glazing Tile Miscellaneous LIST OF SUB - CONTRACTORS MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of 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 Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date April 25 1962 Owner's Name and Address.- B.C. Cooper No 1060 Street °E O 95�h] reet Registered Architect and /or Engineer Name and address of licensed contractor Pan. A Exterminating Co. 275 S.W. 6th Street Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1060 N.E. 95th] Street State work to be done and purpose of building (by floors) Termite Eradication and for no other purpose. New Building Remodeling Addition Repairs No. of Stories One To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ Amount of Permit $.5 o 00 Zone cubage required _Plan Cubage Distance to next nearest building 10 f ee t Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed in the work to be performed under this post posted inspection by him p permit; and will ost or cause to be osted for ins ection on the site of the work such public b blic notice or notices as are required by the Act. The undersigned agrees to employ only such subcontract s, o work to be performed under this permit, as are licensed by Miami Shores Village. Remarks ( Signed) a STATE OF FLORIDA, COUNTY OF DADE. j ss. . NNING BOARD DATE Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared - to me well known, and who being by me first duly sworn, upon oath deposes and says that he is the_ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ((�� Permit No 4b2.'8 Date Read, Sworn to and Subscribed before me. Disapproved Y (Signed) Notary Public, State of Florida .._ " t - Building In or My Commission Expires Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. APPLICITION•NO. APPLIC.AT'ION FOR PERMIT TO FUMIGATE WITH CYANIDE METHYL BRGMIDE X ACRITET DATE April 23, 1962. 1. Location of building to be fumigated 1060 N. E. 95 St. maw sb 2.. Name and address of owner of premises 3. Type, size and construction of building 4. Is entire building to be fumigated? YOB Nylon Tents B. C. Cooper, same address 1 story• G.R.Q. 5. If not, state what portion 6. Approximate number of cubic febt of space in building or in portion to be fumigated 20,800 out ft. 7. Kind and quantity of fumigant tb be used and manner of application and length of fumigation period 61# TMietk l Bromide — hrnirrf 8. Distance of nearest building and direction from building to be fumigated 10 9. In what manner will vents to exterior of building be sealed? 10... Date when fumigation will be begun April 2c;/AP Time 10:00 a.m. 11. It is hereby agreed to station a guard on the premises to be fumigated during the fumigation period and to post suitable placards at eackt entrance into the building bearing the following words in letters at least two inches by one inch in size: "DANGER - THIS BUILDING UNDER FUMIG.TION WITH A DEADLY GAS ", 12._ It is hereby agreed to make such provisions that all epenings into the building maybe- opened from the outside after the period Af fumigation is over and to take such other precautions as may be necessary to insure that all of the fumigant- is removed from the -bni 1 i ng before anyone is.. permitted to-- enter. 13. is hereby agreed to notify the County" Health_ Department when the - building has been prepared for fumigation. FI13M,.NAME Pan American Ester.tnkting Co / ignature Certifies Pest C.ntro Operator -3n- charge.- 0f thia" 5o1 . A -244 5M 5 -39 I herewith submit the following plan of plumbing for approval: A Employing Plumber i d ,��j ✓��^ � o ' executed by For a { Garage ❑ 7 a Address Builder or Contractor is Address Owner or Agent Lot No. Address CLOSETS Ground New Dwelling BATH TUBS Date AM Condemned by SHOWERS II REMARKS Block No. DIVISION OF PUBLIC INSPECTION DEPARTMENT OF PUBLIC SERVICE MIAMI, FLORIDA Old ❑ • 6 Subdivjs' i n Story ❑ Sewer Connections At center of St. ❑ At curb ❑ At property line ❑ Existing in alley ❑ Existing bldg. sewer ❑ To septic tank [ Existing bldg. drain ❑ To dry well LAVA- TORIES 7 ROUGH -IN INSPECTION Rough -In Rain Leader • Approved by�rl�, �;> SINKS PM SLOP SINKS LAUNDRY TUBS URINALS Apartment CATCH BASIN Plan No /60 Sewer Permit No FLOOR 'DRAIN Date SEWER INSPECTION A M P.M Approved by Condemned by REMARKS DRINKING FOUNT'NS Addition ❑ A charge of $1. will be made for correcting any inaccuracies in the foregoing information. DO NOT WRITE IN SPACE BELOW. THIS IS FOR THE USE OF THE DIVISION OF PLUMBING INSPECTION ONLY. — AM P M Approved by Condemned by FINAL INSPECTION REMARKS 9 Remodeled ❑ Hotel ❑ Office Bldg. ❑ 0 TOTAL FIXTURES Date THIS SPACE FOR ELEVATION SKETCH In alterations to existing work show the old work in red ink and the new in black ink. Letter each stack to correspond with the opening shown in floor plan or ground plan on opposite page. A PERSPECTIVE SKETC PROVIDED THE WORK tf MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date Ap -U }___25 19 2 ° , 19 - Owner's Name and Address ..... A.___.CoQper No 10.60 S treetN.,j. 95th Street Registered Architect and /or Engineer Name and address of licensed contractor2aII__ meriaaa .Ex.terminat-i - - -Co. 27-r- --- 3-.W.-.-$tb--- Street Location and legal description of lot to be built on: Lot Block Subdivision — Street and Number where work is to be done 106fl___I.E.__.95th___Street State' work to be done and purpose of building (by floors) Termite. Eradication and for no other purpose. New Building Remodeling Addition Repairs No. of Stories One To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ Amount of Permit $- 5..00 Zone cubage required _Plan Cubage Distance to next nearest building ._.- ._ 19___feet Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to he posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. ° Az ed-o ' rah Sf ,�AMI SH Office of El CERTIFICAT THIS CERTIFIES THAT the wiring and appal by has been inspected and current is authorized t a' Size of Service Range wa Power: Connected load/ JJ Other Apparatus RES VILLAGE ectrical Inspector OF INSPECTION VI 4 atus installed at ,t 1 _ Address L .. owner, and occupied as • -- , -i be turned on, until otherwise notified, for : Number of Lighting Circuits -i...4 i ts. Water Heater A watts H P. Space Heaters './ watts 1 I h PERMIT No. ELECTRICAL INSPECTOR. Sketch position of building and lot lines in square (which represents an entire city block), showing on which street the building and lot faces; also show exact locations of "Y" in street and position of lateral or septic tank. Show sewer and any change in direction same may make. The purpose of this plan is to have an accurate layout of all underground pipes for future references. WEST NORTH A SOUTH EAST NORTH f SOUTH m N -i Remarks : sr THIS SPACE FOR PLAN SKETCH Show location of stacks and horizontal drains inside building, lettering each opening to correspond with the stack connections as shown on the elevation sketch on opposite page. Where ground work is concealed, draw floor plan of building showing location of walls, partitions, columns, etc., and the location of all horizontal soil and waste pipes, in reference' to same. I r ■ I 1 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 Shores Village, shall be complied with, whether 6 ecified or not. OWNS' /- / ARCHITECT / 4 ONTRACTOR LOT 4 - BLK. SUBDIVISION A /TRET# A S° NEVV x ADDITION REPAIRS -� NUMBER OF STORILS,crI 1 - � TOTAL COST v 2`)*'o .,- Building to be used for lu� and no other use. I hereby submit all the plans and specifications for said building. STATE OF FLORIDA) COUNTY OF DADE ) Before me, the undersi:ned authority, a notary public, duly authorized to administer/ oaths and take acknowledgment, personally appeared /�� f,� 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 acre pu/. %� - ad Sworn and Subscribed before me, . A A / Notary Public (Signed y g `Motary public, State al k 107414 E , My CommissionlxPLres 7 LIL a' 1: 0 My Commission expire Cubic Feet Cubic Feet required in this Block PLANNING BOARD Chairman Member Member Secretary Building Inspector Permit No. Electrical Permit No. % Issued to ` '. BUILDING PERMIT R MIAMI SHORES VILLAGE FLORIDA APPLICATION DATE 7 3 A /7 !� Date Plumbing Permit No. , c ` Painting Plastering Lathing Electrical Mason & Concrete Plumbing Roofing Glazing Tile Miscellaneous LIST OF SUB - CONTRACTORS 1 c Building to be used for STATE OF FLORIDA) COUNTY OF DADE ) My Commission expfre'' Cubic Feet Members Member Secretary Building Inspector Electrical Permit No. BUILDING PERMIT RECORD MIAMI SHORES VILLAGE FLORIDA PLANNING BOARD ii f7 DATE 4' /2-Or ' APPLICATION Application is hereby made for the approval of " the plans and specifications herewith si1bmiitted 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 Shores Village, shall be complied with, whether specified or not. OWNER IV/ L 4. / q ay SI 1s &, /t L / 4/ ARCHITECT ` CONTRACTOR a j ,'Eli.. l ,,Los LOT BLK. SUBDIVISION ire,eB Of"�� - SUBDIVISION � t4oa . ST EET 9 -�.�T• NEW ADDITION REPAIRS NUMBER OF STORIES / ROOF 4./mrE Cei ..Sesia�eE TOTAL COST 4 7f. oc y T �e . E Pk-Arc and no other use. I hereby submit all the plans and specifications for said building. Signed Before me, the undersigned authority, a notary public, duly authorized to administ a A taKe cknowledgment, 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 he did sign the same, and that facts stated by him are true. Read, Sworn and Subscribed before me, ■Z%-e.,1 Notary Public (Signed) Cubic Feet required in this Block,` /J Permit No.4 Issued to Date c�q Plumbing Permit No. 7 Painting Plastering Lathing Electrical Mason & Concrete Plumbing Roofing Glazing Tile Miscellaneous LIST OF SUB - CONTRACTORS Lot ers Genera Contractdr Zone Req. Cu. Plat Restriction Chkd. By Plan & Spec. Checked By To Council • Bldg. Permit No.. Typo 444 Stories eZ;;Ae/ Roof New Const. /7 ATTerations Plumbing Permit No. if,/ Septic Tank Sewer - Miscel. New Const. Aiteration ivisi 7 — gtreet • Address or Rhone • '• Lic. No. — Addr - css dpr -Phone. Cub. Cont..,2377' By To Planning Bard ' i -,._24 ,, n- ' ApprovedRejected Re-Submitted to P. • -- Approved 2 , .,- , ....f-*" Relectes 71T-4 Date Approved . Date 6-2:.,9'-5f Fe4 Cost Date It Fee ,x• y/ I I epairs Electrical Pei-mit•No. FiXtures„- Heater Motors Miscel. Mew Const. Bldg. Insp. . Foundation Boams & Lirit Final Clean-J4 Rough Fixtures Final Plumbing Insp. Date Roughing Fixtures Sewer S Power Da1:3 H . • Alteration 1Tepairs aTt7 .dy IT • Re-Insp. F,D3 Re-insp. By Re-Insp. By Sep-tic Tarirc 7 Solar-Heater 'Electrical Insp. Date .• • .••• By Re-Insp. By NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. 1132050120040 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, Chapter 713, Florida Statutes, the following information is provided in this Notice of Commenceme 1. Legal description of property and street address: Lot 4, P1 at Ronk 41. Page 44. 1060 NE 95th Street, Miami Shores, FL 33138 2. Description of improvement: Concrete and block addition to existing home. 3. Owner(s) name and address: Bonnie M. Robinson, 1060 NE 95th Street. Miami Shores, FL 33138 Interest in property: Name and address of fee simple titleholder: 4. Contractors name and address: H.T. Whitehead, Inc., 9822 NE 2nd Avenue, Miami Shores, FL 33138 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ N/A 6. Lender's name and address: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: H.T. Whitehead, Inc. , 9822 NE 2nd Avenue, Suite 6, Miami Shores, FL 33138 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) SIpnatur ? ' Print Owners Name /60 al it) / i✓ Sworn to and subscribed before me this ! day of Get /� et , 19 Notary Public (7: Print Notary's Na '4 STEFANIE L ROSS My Commission s i ;; C E PI l Yl ` BONDED THROUGH prf\.; Ai1ANrri. BONDING CO.. NC. STATE OF FLORIDA, COUNTY OF DADE U roatteesv C1RYIOY Ph Phis lo a Grua cQpn Gf Oho o l Mod h P. 's ollico oA c' �—rzfay of , A i). If) 1/ MOSS ray hind and M Soot. NAO� �K oP Circe ndC®ee9gG ®flrPD Oq �r and in accordance with nt. Miami -Dade County Suite 6 Prepared by: S. Ross H.T. Whitehead, Inc. Address:9822 NE 2 Ave., #6 Miami Shnraq, Fr. 11118 12230,•62 2/93 0 N Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 1060 NE 95 Street Tax Folio 1132050120040 Legal Description Lot 4 , Plat Book 41 , Pg 44, Dade Historically Designated: Yes No x Owner/Lessee / Tenant Bonne M. Robinson Master Permit # Owner's Address 1060 NE 95th Stret, Miami SherPc Contracting Co. H.T. Whitehead, Inc. Qualifier Hugh T. Whitehead State# CGCA03086 Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): Mitchell, N/A N/A Municipal # Competency # Ins. Co. Ashraf & Assoc., Inc. 4 Address 15490 NW V Address 9822 NE 2 Ave, #6, Miami Shrs 33138 8 ( v f g SS# Phone 305 — it( 51- 0343 Address Address Phone 305 - 751 -0293 )1 N/A N/A ELECTRICAL PLUMBING ,MECHANICAL 4562 IS & Ave, Ste 202A, Miami 33169 `af ROOFING PAVING FENCE SIGN WORK DESCRIPTION C.nncrPte anr3 111 rick addi t i nn to Pxi sting hema _ CL/it /i 7.9 Square Ft. Estimated Cost (value) $30,000.00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. ondo President Date to Owner and/or Condo President Date My Co 1 ssion Expires: 4 0Y N STEFANIE L. ROSS , maCOMMISSION • CC5e9912 GM EXPIRES OCT 21, 2000 I t BONDED THROUGH OC ` ATLANflC BONDING CO.. INC. FEES: PERMIT 9 S RADON d i4S - r I C.C.F. APPROVED: Zoning Building Mechanical %7 AV C / Notaryyto Contractor or Owner - Builder My Co ssion T' NOTARY fires: STEFANIE L. ROSS COMMISSION 0 CC5S9912 EXPIRES OCT 21, 2000 BONt) THROUGH ATLANTIC BONDINn r'O._ INC. Date Date BOND 3 co TOTAL DUE 3 y7 S. 7 JOB SITE: (ZoOte -noil /o6v Eve- 9r S¢. TYPE OF REV- W: .Sfru.vJ - CODE SECTION PAGE LOCATION CC " TS PANS M v iION SrEEI 1 kirvv" 4- 10 iet4e 5eetwi c.01414.e.eigai- 614 at cva /15 U 11 -Force it a vt,ck2 De-iza © raa J -er co-pc e c (r v-vt. 6 ea • �o v� rra w, ,,R 5 Pl a.ve,. s S 'ee &a ! Le E r't4 Ds -14 6 Na¢ s 1.70-2e( fd; +i 15 4 die 6(4 $e di o K. © Pre) dLA-c p ea r eakeks e x i S1 S 412 rvt i Dom, • '7/2.3/9 BY: n /54 MIAMI SHORES VILLAGE EU_LDING AND ZONING DE9ART E 10050 N. E. 2nd AVENUE 'ti. (305) 795 -2204 FAX: (305) 7`E -8972 BUILDING PERMIT /CONTRACTORS REGISTRATION CHECKLIST 1066 N eft c Copy of STATE OF FLORIDA CERTIFICATION (DPER) or STATE REGISTRATION AND DADE COUNTY COMPETENCY LICENSE. Copy of current OCCUPATIONAL LICENSE from county or municipality where business is located. Certificate of Insurance for LIABILITY (addressed to Miami Shores Village). Certificate of Insurance for WORKER'S COMP (addressed to Miami ShoresVillage) or if exempt. State of Florida LES Form BCM-204, Construction Industry Notice of Election to be Exempt. PLEASE SUBMIT EUERR? RING CHECKED OFF L/ Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized). Two sets of plans /drawings signed and sealed by registered architect or engineer. Occupancies by Group Classification must be on plans and cermit application. All plans must include folio number and property address. Amended plans, in addition to the above, must also include the permit number. Structural Calculations signed and sealed by architect or engineer when applicable. L7Cu -rent survey of the property. Dcp-S. d1 edi _ Eje C-- County or State of Florida Products Approvals for roof materials, sheds, windows, exterior /garage doors, aluminum carports, screen enclosures, shutters awnings, skylights, french doors and etc. Certificate of Elevation signed and sealed by Surveyor. Substantial Improvements Checklist (contractor or owner). Two sets of energy calculations. TWo sets of signed & sealed Truss Plans (Engine__). Approvals from HRS, DADE County Impact Fee Section, Fire Department & Health Department (when applicable). DERM Warranty Deed or Other Proof of Ownership if necessary. Flood Elevation Structural Review fee - -. =r %' 570 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C -97 Residential Limited Applications Prescriptive Method C Small Additions. Renovations & Building Systems Department of Community Affairs SOUTH 7 waar.ce :.:;h t tetnc•o C c: Chaeter 6 c: ;ne Frcnea Energy E"Iclency Code may De oemonstratee sy the use of Form 600C•7 for adoltions of 60C seuare feel or less. site- Installed ccmc- seeds - . ta;;_ ec corr.es. ac: renovations :_ smote anc - uyifamlly resroences. Alternative methods are oro•:■ced tor additions ay use of Form 6c•Oe•e -.r 60v2A.97 PROJECT NAME:I Mf?1Q.z.(60A1 AND ADDRESS: i /Qes OWNER: -C EXISTF'.■G aESIDE 1500 Souare leer x ■ess o' ,onallloneo area P`escrloyve reouvements in Tables 5C - 6C-2 anc •:? "ne c :c•' nc• :: •..• . ••• sl ng budding Snace heating 00050 500 water nearing ”augment etli■ency levels r n.. me; only woyr .;;;w:•••• - < • Stabe sdr -:e :ne d!;cia J' _ ^stall ?c rn coniunciion w rr :ne a0ci1,on cons:ruc: o' Co t )pnnenls separating unr.:)na: n'r ,paces Ivor^ • -• ..,.� .., . .. • c ' .. s pENO`. .ITIONS IResCennal DuilnIncS 0inC �.nc _.,s; nc; snore •n, • .1. . • ••• .. - .. ••s '. . '..2 2 5001v OrSv 10 lee comoonen•y ary0 ecuinme.ni pew() t;n0valec Cr 'f3.::5050 t.i:.t.,. -TOMES . . '9•s' ... _DING SYSiEt.JC'im: ... -'° +Did :: •iev: systems i nstallec Please Print C K 1 Renovation, Addition. New System or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission Conditioned floor area (sc. ft.) 5. Predominant eave overhang (ft.) 5 Glass area and type: • Clear glass • Tint. film or solar screen 7. Percentage of glass to floor area 5. Floor type and insulation: -c . a de COC raised (R'vd jet `:':rood common (R- value) c. Concrete. raised (R- value) e Concrete. common (R- value) 9. Wall type and insulation: `xienor ta son,n, , (Insulaiior R- value) •/food frame (Insulation R- value) Adjacent. Masonry Itrsulatlor R value) • : r ode ram: IInsutatlor R- valuer !vIarriaae Walls of tvlultiole Units' (Yes /No) 1G Ceiling type and insulation: a Under attic (Insulation R- value) o Single assembly (Insulation R- value) 11. Cooling system' :ees ert a. 'Don ,nl: package terminal A.C., gas. existing. none) 12. Heating system•: ITvDes heal pump. etec. strip. natural aas. LP aas. as room or o T.AC. existing, none) 13. Air Distribution System•: 3ackflow . :amoer or single package systems' (Yes /No' DUCTS on narrlaae walls adequately sealed' (Yes /No) 14. Hot water system: • - • `Types elect. ,n�jvr \ � st existing, none) • °e'ialns to mane, c:uregf homes with Sfte installed components • f 9 O BUILDER• -1E eh _ PERMITTIN CLIM TE -- OFFICE: M f/) Sib ZONE: 7 PERMIT NO.1p •5 / • d I JURISDICTION NO.: a 0 1. 2. 3. 4. / 5. ' 0 -- Singl Pane Double Pane 6a. sq. it. sa. ,:. 6b. sq. ft. sc `t. 7. -- % 8a. R= 8b. R= _ _ sq. ft 8c. R= _ sc. ft. 8d. R= sq. ft. 8e. R= _ - -. fi 9a -1 R= 71; sq. ft. 9a -2 R= sq. ft. 9b -1 R. . - - - - - - _ sq. ft. 9b -2 R= sc. ft. 9c 10a. R= '5 l Z_ sq. ft. 10b. R= _ _ sc. ft. 11. Type: //4 SEER /EER: 12. Type: HSPF /COP /AFUE: 13a 13b. 14. Type:G -C EF: _ _o_90 .. . - e: : 3,are an s,,:- • . c uo yyverec Dy Ina :alcuiat10n are - ^c' ties: plans anaSpeCfrCatIOnSccyrrec Ins :alculasorl ■0205ics :cmpllance :. u Tv • r cry', `..i1 •' + +�y��, ` ' ~ �i H ill ;'lc Florida Energy Cod e construction is comalete2 :nls Dulldm0 will he , '" = , IE B• L "�'��' a '- DATE 6 •z L_ `_. ' nsDe-Jed for comDllan °✓r dance with SeCbon 56,:l c208 - _ob " - s ante : c e Fiorloa n•?•^ Coce OW. ..5P AGENT ' . - - ....• � (. • • DATE ._ - BUILDING OFFICIAL DATE EQUIPMENT MINIMUM EFFICIENCY INSTALLED EFFICIENCY -- Central A/C - Split SEER = 10.0 SEER = -ame. 2 . LI INC Single Pkg. SEER = 9.7 SEER = Common, Frame R -11 Room unit or PTAC EER = 8.5' EER = _ Under Attic Electric Resistance ANY I 2'- 1.0 1 1% .90 3 Single Assembly: Enclosed Frame R -19 -/ Heat pump - Split HSPF = 6.8 HSPF = Single Assembly: Open R -10 - Single Pkg. HSPF = 6.6 HSPF = Slab -on -grade Raised Wood iEA Room unit or PTHP COP = 2.7' HSPF/ _ I Common. Frame R -t 1 1 i:mcl COP R-6 Gas, natural or propane AFUE = .78 AFUE = Fuel Oil AFUE = .78 AFUE = HOT WATER Electric Resistance EF = .88 EF = Gas: Natural or L.P. EF = .54 EF = Fuel Oil EF = .54 EF = COMPONENT MINIMUM INSULATION INSULA TION INSTALLED -- Concrete R -7 UP TO 40% U UP TO 5 50% -ame. 2 . LI R -1 Dot.ie S I . 1 Frame. 2' x 5' R -19 Double S Single D Common, Frame R -11 " 4 OH - SC O Common. Masonry R -3 OH - SC O OH - SC O Under Attic R -30 0 .90 I I 2'- 1.0 1 1% .90 3 Single Assembly: Enclosed Frame R -19 -/ 3'- .90 JI I Metal Pans R -13 t' as ufacturer. Single clear SC = 1.0, double clear SC = .90, and single tint SC = .86. SHGC - .87 =SC Single Assembly: Open R -10 • REQUIREMENTS ICHEC I COMPONENTS ,SECTIONI • Common. Frame R -11 Exterior Windows & Doors 606.1 M ISiiC Slab -on -grade Raised Wood No Minimum R -19 �', Raised Concrete R -7 I Common. Frame R -t 1 1 i:mcl In unconditioned space R-6 In conditioned space No minimum Maximum percentage glass to floor area allowed is selected by type, overhang length, ana snaoing coehtclern. IVIQArrriUiii /° - -•• - -- - GLASS TYPE. OVERHANG, AND S�9L L COEFFICIENT REQUIRED FOR GLASS PERCENTAGE A ALLOWED UP TO 20 °. U UP TO 30% U UP TO 40% U UP TO 5 50% Sincle D Dot.ie S Single s s.uble S Single D Double S Single D Double OH - SC O OH - SC O OH - SC O OH - SC O OH - SC O OH - SC O OH - SC OH - SC O 0 .90 I I 2'- 1.0 1 1% .90 3 3 1.0 2 2'- .90 4 4'- 1.0 3 3'- .90 SHGC or SC may D De obtained from t t' as ufacturer. Single clear SC = 1.0, double clear SC = .90, and single tint SC = .86. SHGC - .87 =SC TABLE 6C -3 I MINIMUM REQUIREMENTS FOR ALL PACKAGES • REQUIREMENTS ICHEC I COMPONENTS ,SECTIONI • To be caulked, gasketed. weather- stripped or otherwise sealed. ! ! Exterior Windows & Doors 606.1 M - :DESCRIPTIVE REOUIREMENTS FOR SMALL ADDITIONS (600 Sq. FL and Less). RENOVd TION° TO EXISTING BUILDINGS AND SITE - INSTALLED COMPONENTS OF MANUFACTURED HOMES. TABLE 6C -2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY - 2 - ° See Table 6 -3. 6-7 Climate Zones 7 8 - =.AL DIRECTIONS Ott Tatee 6C. r iny 0 Ca ;e ire . r"0e dI 1n2 ■"Swai■on being added t0 each component and Ire effoency levels of the equipment being installed. All R -values and efficiencies installed must meet or exceed the minimum raluei Components and ecu:' - • e °t neither heih added nor renovated may be lett blank. -DDI T IO1S ONLY Deie Ire percentage of new glass to conditioned Boor area in the addition as louows. Total the areas of all glass windows, sliding glass doors ana glass door panels. Double the area of ail non a; ;on; ,}ass and acn iI ;L me previous iolai When glass in existing eeenor walls is being removed or enclosed by the addition• an amount equal to the total area CI mis glass may be subtracted Iron the total glass area J :c2 he • sc,us:ed glass area ta5' p'. '•ne conea■onee tcor area dl the addition. Multiply by 10010 get me percent Find me largest glass percentage under which your calculated percentage taus on Table 6C-2. Prescnpuves :tie oven pit me Ivpe of g !Single or Double pane! ano Ine overhang (OH) paired with a shading coefficient ;SC) For a given glass type and overhang, the minimum snaoing coelliciest allowed is speciliec. Actual glass s rig coorc Pre;iOLSIY i3 me 0,1000r Nails ;t Ire house ana acing reinstalled In no addition do not nave to comply with the overhang and shading coefficient requirements on Table 6G2 All new glass in the addition ..,s: r..2ei ire r2gwremcn; lot one of the options in me grass percentage category you moicated. The overhang I,OH) distance is measured perpendicularly from the race of Ire glass to a point directly under Inc gur,°-a5; edge the overman: 3. RENOVATIONS ONLY Replacement glass needs to meet the following requirements Any glass type and shading coefficient may De used for glass areas wnion are under al least a two toot ovemang and *nose lowest edge cats c ∎tend Iurther man B leer from the overhang. Glass areas being renovated that do nor meet this criteria must be either single -pane tinte& double -pane clear or double - pane anted ''1LDI1 :'STEMS ne= s ;stern •5 ■nslauec for system installed C :rn le:e . - a..or. •50025100 pr. 'ne ;^., ^ : page •. - ,r Rev. :vatens Toole oC •. arc cnec an appl4able 'iems statement on page a MIAM PRODUCT CONTROL NOTICE OF ACCEPTANCE Stanley Door Systems 1225 E. Maple Rd Troy CONTRACTOR ENFORCEMENT ;IECTION (305) 375 -2966 FAX (305) 375.2908 Your application for Product Approval of: PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Series Sta -Tru 1/2 lite glazed OutswinJ Residential Insulated Steel Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to :secure this product or material at anytime from a jobsite or manufacturers plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the light to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 1104.03 Expires:02/11/2000 Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Build:ng Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 02/11/1999 . Internet mail address: postmaster ®bulldingeodeonline.com MI 48083 rancisco Quintana, R.A. . Director 1 of 3 Miami -Dade County Building Code Compliance Offic Part N" 2(1777 M AMII -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLUNCE OFFICE METRO -DADE FLAGLER BUILDING :40 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305: 375-2908 CONTRACTOR LICENSING 3FCTION (305) 375 -2527 FAX (305; 75 -2558 Raul Rodriguez Homepage: bttp : //www.bui1dingeodeonline: :om Stanley Door Systems ACCEPTANCE No.: APPROVED EXPIRES F • 4:•-"t4 s 98- 1104.0 : February 11,1 :000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a residential insulted steel door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida- Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 4 2.1 The Series Sta-Tru — ''A lite Glazed Outswing Residential Insulated Steel Door - and its components shall be constructed in strict compliance with the following documents: Drawing No: 29633 titled "Sta -Tru door 'A lite" Sheets 1 through 4 of 4, prepared by manufacturer dated 11 -18- 1998, revised on 01 -20 -1999, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of single door only, as shown in approved drawing. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will reonire a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ". • 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.13 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system: 11 1.41 . - 4aud<e Ishag L Chanda, P.E. Product Control Examiner.. Product Control Division ci a Stanley Door Systems ACCEPTANCE No.: 98- 1104.03 APPROVED F EB 1 1 lggg EXPIRES : February 11, 200() NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older tian eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially subm tted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. • 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed t the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall b: provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1,2 and this last page 3. lS �a I. LL4.1...da Ishaq I. Ganda, P. E., Product Control Examiner. Product Control Division END OF THIS ACCEPTANCE Page 3.6f 3 r•. METRO-OADE BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -OADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 Binnings Pan American FAX (305) 375-2908 2805 N.E. 185 St. PRODUCT CONTROL SECTION Miami FL 33163 (305) 375 -2902 FAX (305) 372-6339 gefa M I Your application for Product Approval of: Series PA20 - Aluminum Single Hung Window - Impact nd Non - impact. under Chapter 8 of the Metropolitan Dade County o governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. PA- 20PCS, Sheets 1 thru 4 of 4. (For listing, see Section 8 of this Notice ofAcceptance) This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should.any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the.requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. PRODUCT CONTROL NOTICE OF ACCEPTANCE Acceptance No 96- 0716.06 Expires:03 /13 /00 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application: for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida-under the conditions set forth above. Approved:03 /13/97 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING Raul Ro guez Product Control Supervisor • s anger, Director Building Code Compliance Dept. Metropolitan Dade County Binnings Pan American ACCEPTANCE No.: 96- 0716.06 • 3/16" Annealed APPROVED EXPIRES • • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS MAR 1 3 1997 MAR 1 3 2000 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum single hung window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation Series "PA -20" Aluminum Single Hung Window - Impact and Non- impact 1.3 Overall Size 3/16" Annealed 1/8" DSB Annealed SSB Single Strength Annealed 4' 5 -1/8" w x 6' 2 -1/4" h x 2 -3 /4 "d 3' 1" w x 5' 3" h x 2 -3/4 "d 3' 1 -1/8" w x 3' 2 -1/2" h x 2 -3/4 "d 1.4 Configuration O/X 1.5 No. & Size of Vents: One vent, measuring: 1/8" DSB Annealed SSB Single Strength Annealed 50 -1/4" wide x 31 -1/2" high 34- 3/16" wide x 31 -1/2" high 34 -1/4" wide x 19 -1/4" high 2. MATERIAL CHARACTERISTICS 2.1 Frame and Sash (Vent) Material: Aluminum alloy 6063 -T5. 2.2 Glazing Glazing Material: a.) 3/16" annealed glass; b.) 1/8" DSB double strength annealed glass and c.) 3/32" SSB single strength annealed glass 2.2.2 Glazing Method: Exterior glazed using silicone adhesive bedding and extruded aluminum glazing bead (Part # 20 -08) with a two -sided adhesive foam tape between bead and glass. 2.2.3 Daylight Opening: 3/16" Annealed 1/8" DSB Annealed SSB Single - Strength Annealed Fixed lite: 49 -3/8" wide x 39" high 33 -1/8" wide x 28" high 33 -1/4" wide x 15 -5/8" high Vent: 48 -1/2" wide x 27 -7/8" high 32 -1/8" wide x 28" high 32" wide x 15 -5/8" high 2.3 Sash (Vent) Construction: 2.3.1 Stiles: A .414" exterior face and 1.250" interior face by 1.250" deep and .062" wall thickness alum. extrusion (Part # 20 -07), with one groove for weatherstrip. 2.3.2 Rails: Consist of a vent top rail, 1.222" exterior face and 1.875" interior face x 1.062" deep x .062" wall thickness alum. hollow extrusion (Part # 20-05) with two screw splines, a handle and a groove for weatherstrip . Vent bottom rail is a 1.250" exterior face and 1.875" interior face x 1.250" deep and .062" wall thickness aluminum hollow extrusion (Part # 20 -06) with handle, two screw . splines and a receptor for an extruded aluminum slide -in snap latch (Part # 14 -89). 2.3.3 Corner Construction: Butt joint, each corner secured with two No. 8 x 1" pan head pilot point screws. icier II - • • • inning B ran American ACCEPTANCE No.: 96- 0716.06 2.6.1 Two APPROVED EXPIRES : MAR 1 3 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.6.2 Two 2.6.3 Four Plastic guides Extruded alum. spring loaded hook locks Spiral balances 2.7 Weepholes: Quantity Description 2.7.1 Two 1 -1/2" x 9/32" weep holes 2.8 Muntins: None. 2.9 Reinforcement: None 2.10 Sealants & Pads: Qty. Description :. `:';Location a 1 3 1997 2.4 Frame Construction: 2.4.1 Head: Consists of an unequal leg, .750" exterior / .875" interior face x 2.769" deep and .062" wall thickness alum. extrusion (Part # 20 -01). 2.4.2 Jambs: Consists of an unequal leg, 1.250" exterior / 1.031" interior face x 2.695" deep and .062" wall thickness alum. extrusion (Part # 20 -04) with two screw splines. 2.4.3 Sill: Consists of an unequal leg, .687" exterior face / 2.250" int. face x 2.707" deep and .062" ' wall thickness alum. extrusion (Part # 20 -03) with a hook for lock. 2.4.4 Fixed Meeting Rail: Consists of a 1.440" exterior / 2.065" interior face x 1.250" deep and .062" wall thickness alum. hollow extrusion (Part # 20 -02) with two screw splines. 2.4.5 Corner Construction: Butt joint, each comer secured with two No. 8 x 1" pan head pilot point screws per corner 2.5 Weatherstripping: Quantity Description 2.5.1 Single Vinyl bulb 2.5.2 Single Pile with integral plastic fin 2.6 Hardwire: Quantity Description Location At vent bottom rail. On exterior of vent top rail and stiles. Location At vent bottom rail, one at approx. from each end. One at each frame jamb. In interior of surface on each vent stile, one at top and near bottom of vent stile. Location In vertical leg of "T" shape weathering section of frame sill, at 1 -3/4" from each jamb. 2.10.1 Two 1/4" x 1': foam pad : One at each comer of fixed meeting rail. 2.10.2 One 1/2" x 1/2" x 1/2" adhesive back closed At each end of sill weathering flange. cell foam pad 2.103 Four 1/4" x 3/8" x 2 -3/4" open cell foam pads : Two stacked in front of each weep hole. 2.11 Additional Description: 2:1/4" high overall sill height : 't,2t"`S.: ,, Jy, ":"..V..; .�' ' �51N � 4 , P s R � ' 4 •+k... �'r�C % Tk � 4 , : VI', .j8p .'SS6Y °c.H g „ t c ; ,rre 1. 33 we 4 p i ' j ` ', t + # ?L :;S , ': . •si. a ,rte 3k F anu 1 Peia 'P.E. ?l ans E odu ontrol Division 4? wT f i iner 1I Binnings Pan American ACCEPTANCE No.: 96-0716.16 APPROVED : fR 1 3 1997 EXPIRES : MAR 1 3 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 For Design Pressure Rating, 3.2.1 First determine type of glass being used from the following: 3.2.1.1 Non- Impact Windows: . . a.) 3/16" annealed or tempered glass -- Table PA- 20.01; b.) 1/8" annealed or tempered glass . -- Table PA- 20.02, c.) 3/32" SSB single strength annealed or tempered glass -- Table PA- 20.03, Note: The installation of this unit will require a hurricane protective system. 3.2.1.2 Impact Windows: d.) 3/16" annealed or tempered Sentryglas 457 -- Table PA- 20.04, e.) 1/8" annealed or tempered Sentryglas 457 — Table PA- 20.05, Note: The installation of this unit will not require a hurricane protective system. 3.2.2 Then, look up the window size, which must appear in the corresponding table in Drawing No. PA- 20PCS, Sheets 3 and 4 of 4 and read across to find the positive and negative Design Pressure Rating for that particular window. 4. INSTALLATION: 4.1 $crews and Method of Attachment SILL : #10 x 1 -1/2" PH SMS into 2x wood buck, spaced at 6" from ends & the rest at 16 -1/2" o.c. max. OR 3/16" x 2 -3/4" FH Tapcons located 6" from corner and 16 -1/2" o.c. max. HEADER: #10 x 1-1/2" PH SMS into 2x wood buck, spaced at 6" from ends & the rest at 16 -1/2" o.c. max. OR 3/16" x 2 -3/4" FH Tapcons located 6" from corner and 16 -1/2" o.c. max. JAMBS : #10 x 1 -1/2" PH SMS into 2x wood buck, spaced at 6" from ends & the rest at 16 -1/2" o.c. max. OR 3/16" x 2 -3/4" FH Tapcons located 6" from corner and 16 -1/2" o.c. mac. Note: Please see note #11. Page 3 4.2 Limit shim space to a maximum of 1/4 ". 4.3 Attachments of sub -bucks shall be designed by the Architect of Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. • 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following:: 6.1.1 This Notice of Acceptance • 7.1 GLAZING: 3/16" annealed glass (4' 5-1/8" wide x 6' 2 -1/4" high specimen) TEST TEST LOADS DESIGN LOADS AIR INFILTRATION 1.57 PSF ASTM E283 (0.34 CFM/FT) 0.18 CFM/FT MTL -1 6727 UNIFORM STATIC PRESSURE AT DESIGN LOAD . ASTM E330 POSITIVE „ (3/16" annealed) +60.0 PSF MTL -16727 +60.0 PSF MTL -16727 UNIFORM STATICPRESSURE AT DESIGN LOAD ASTM E330 NEGATIVE (3/16" annealed) -75.3 PSF MTL-I6727 -75.3 PSF MIL-16727 WATER RESISTANCE(PSF) no leakage • ASTM E547/E33I ., i=: (with and without screen) +10.40 PSF MTL -16727 +69.30 PSF MTL -16727 UNIFORM STATIC$RESSURE FULL TEST LOAD ASTM E330 POSITIVE (3/16" annealed) +90.0 PSF MTL -16727 +60.0 PSF MTL -16727 UNIFORM STATIC PRESSURE FULL TEST LOAD ASTM E330 NEGATIVE (3/16" annealed) -122.0 PSF MTL -16727 -81.3 PSF MTL -16727 FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 -:: S SATISFACTORY MTL -16727 Design Pressure Rating (Positive) . +60.0 PSF Design Pressure Rating (Negative) • -75.3 PSF For Design Pressure Rating vs. Window Size, see Table PA -20.01 in Dwg. No.PA- 20PCS, Sheet 3 of 4. Note: The installation of this unit will require a hurricane protective system. 7.2 GLAZING: 1/8" . Double Strength annealed Glass (3' 1" wide x 5' 3" high specimen) .' TEST TEST LOADS DESIGN LOADS UNIFORM STATIC PRESSURE FULL TEST LOAD ASTM E330 POSITIVE . • (3/16" annealed) +93.0 PSF MTL -16728 +62.0 PSF MTL-16728 STATIC PRESSURE FULL TEST LOAD „;; <:; ;: x - ; . .: , ASTM E330 NEGATIVE ,• ..(3/16" annealed) _ -126.0 PSF MTL -16728 - -84.0 PSF :., .: • • MTL -16728 ' . FORCED -ENTRY RESISTANCE (FER) ;. ,. . - . . . ..;. _ AAMA 1302.5 -76 ,. SATISFACTORY MTL -16728 Design Pressure Rating (Positive) ^,• :`; -;: +62.0 PSF - ... Design Pressure Rating (Negative) .,.. ; r -84.0 PSF For Design Pressure Rating vs. Window Size, see Table PA -20.02 in Dwg. No.PA- 20PCS, Sheet 3 of 4. • Note: The installation of this unit will require a hurricane protective system. ` ` Binnings Pan American NOTICE OF ACCEPTANCE' SPECIFIC CONDITIONS 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. - 6.2 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which'*iis to be installed. 7. TESTS PERFORMED ACCEPTANCE No.: 96- 0716.06 APPROVED EXPIRES : WA 1 3 2000 RESULTS 1 3 1997 i el Perez, P.E. PI . ° "" "`inec II ' f ic Control Diviston, "x : w A'SFnl� 'Pj' rti 7.4 GLAZING: Double Strength Annealed Dupont Sentryglas. (4' 5-1/8" wide x 6' 6" high specimen) TEST TEST LOADS DESIGN LOADS LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY ATL -0118.01 -96 +62.0 PSF MTL -16729 UNIFORM STATIC PRESSURE - AT FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Sec. CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (4,500 cycles) +70.0 PSF ATL - 0118.01 -96 +70.0 PSF ATL -0118.01 -96 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE, (4,500 cycles) -70.0 PSF ATL - 0118.01 -96 -70.0 PSF ATL -0118.01 -96 Design Pressure Rating (Positive) -84.0 PSF t-' +70.0 PSF ✓ Design Pressure Rating (Negative) -70.0 PSF For Design Pressure Rating vs. Win , s e Table PA -20.04 or Note; The installation of this will not req re a hurricane protective PA -20.05 in Dwg. No.PA- 20PCS, Sheet 4 of 4. system. 7.3 GLAZING: 3/32" SSB Single Strength Annealed Glass (3' 1 -1/8" wide x 3' 2 -1/2" high specimen) TEST - TEST LOADS DESIGN LOADS UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 POSITIVE 30 Sec. +93.0 PSF MTL-I6729 +62.0 PSF MTL -16729 UNIFORM STATIC PRESSURE - AT FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Sec. -126.0 PSF MTL -16729 -84.0 PSF _ MTL -16729 Design Pressure Rating (Positive) +62.0 PSF c/ Design Pressure Rating (Negative) -84.0 PSF t-' For Design Pressure Rating vs. Window Size, see Table PA -20.03 in Note: The installation of this unit will require a hurricane protective Dwg. No.PA- 20PCS, Sheet 3 of 4. system. rY , , 13innings Pan American 7. TESTS PERFORMED continued ' RESULTS ACCEPTANCE No.: 96- 0716.06 APPROVED EXPIRES NOTICE OF ACCEPTANCE; SPECIFIC CONDITIONS ks'vi IV 1 P erea, P.E: Plans uct Control Division • '' •� : ,�, .11e y. .�.s .,t�• ♦ • NM 1 3 1997 MAR 1 3 2000' sr NOTICE OF ACCEPTANCE:' SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test,•per SFBC 3603.2 (b) and PA 202 -94 per AAMA 1302.5 -76. along with installation diagram of an alum. single hung window 4' 5 -1/8" wide x 6' 2 -1/4" high x 2 -3/4" deep with 3/16" annealed glass, prepared by Miami Testing Laboratory, Report No.MTL-16727, dated 4/12/96, re- issued on 7/2/96, signed and sealed by David Gale Ober, P.E. 8.1.2 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 • 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 per AAMA 1302.5 -76. along with installation diagram of an alum. single hung window 3' 1" wide x 5' 3 "high x 2 -3/4 "deep with 1/8" DSB annealed glass, prepared by Miami Testing Laboratory, Report No.MTL - 16728, dated April 2, 1996, signed and sealed by David Gale Ober, P.E. 8.1.3, Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 per AAMA 1302.5 -76. along with installation diagram of an alum. single hung window 3' 1 -1/8" wide x 3' 2 -1/2" high x 2 -3/4 "deep with single strength SSB annealed glass, prepared by Miami Testing Laboratory, Report No.MTL - 16729, dated April 2, 1996, signed and sealed by David Gale Ober, P.E. 8.1.4 Test reports on 1) Large Missile Impact Test, SFBC PA 201 -94 2) Cyclic Loading Test, per SFBC PA 203 -94 along with installation diagram of an alum. single hung window 53 -1/8" wide x 78" high x 2 -3/4 "deep with 1/8" DSB annealed Dupont Sentryglas, prepared by American Test Lab of South Florida, Report No.ATL- 0118.01 -96, dated 3/16/96, signed and sealed by Gerard B. Sullivan; P.E. 8.2 Drawings: ' 8.2.1 Manufacturer's die dwgs., sections and assembly dwg. - • 8.2.2. Manufacturer's Installation Drawing No. PA- 20PCS, Sheets 1 thru 4 of 4, dated 7/10/96, '.revised on 2/11/97 •si ned and sealed by William M. Meyers, P.E. Calculations _:. .3.1 =.' Comparative analysis and anchor calculations prepared by Robt. E.• Fisher ieyers, P.E Consulting Engineers, dated 07/16/96, signed and sealed by William M..Meyers P E._ * _ OMPARATIVE ANALY For comparative analysis tables PA -20.01 thru PA- 20.05'of Design ressure Rating Glass Type, see Drawing No PA- 20PCS, Sheets 3 and 4 of 4, bearing the Dade .County uct Control approval stamp. =; ::,. ; • .::.; ::..,.= :'• .:__ M ,i 3 " `�� ' ; r'• 0. TYPICAL'ELEVATION For typical window elevation, cross sections and anchonng'details, see to hawing No: A=20PCS, Sheets 1 an d 2 of 4, bearng the Dade • • `v 3.i's yam: 5 Cou ty Produ tHContro co a .. ,` -Y•1t F,J ' t.. ,. _ i ., . v w F:7 ✓, `•� ►''.s''+y •':L- • inning ran arnens. n anu l ' a e re ,E,Viaans P roduct Con' ro D sib Sys •,I, - 1 •r.:w�s -L:s AC: CEPTANCY. No.: 96-0736.06 APPROVED WA 1 3 1'997 EXPIRES : MAR 1 3 2000 • ,• ire • _ . 114'71 • .l T - JT r EXPIRES : dbR 1 3 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name,scity, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and =the product is not in compliance with the code changes; .. b) The product is no longer the same product (identical) as the one originally approved; ':;c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the :;correct installation of the product; ,:d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , '‘Yis no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: r a) Unsatisfactory performance of this product of process; • : ;b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be•displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user bythe manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. -. • 9. This Acceptance contains pages 1, 2, 2(a) through 2(e) and this last page 3. Items 10.11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section: . Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 o ?`Florida Building r•. _ g � • 1Vianu= P erez, P.E. Plans Product Control Division 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners' in all other parts of the frame, shall be as indicated in Section 4 of this Notice l of Acceptance, but in no case;. `shall exceed 24" on center: The first fastener shall be located at a maximum'of 6" fro each corner and mullion o „ t = stile: Fastener shall fully penetrate"the buck, which shall be the same size as the o ' tested with the unit. No wood or'.: plastic shields or pins shall be used for anchoring. he `�Sou h a f2 k;1 0 6 0 l r II p 1..a.�rrair - - -- I' Iri �f• 0 4 , in . 1 1 1 9 7 '9010 20 - -1 Yen SIna Owoption IOuoenty' Cenenants - .8-0 , 11 t® t yA.20 2II SUSI MT. . INSTALLATION itoot 000 81.0:7( P /10 P.••. S.P.S. 1 i/4 NSW mac t./.• SHIM SPACE W.A. /10 PAAO STS RUINER 6 TALLAT10H /I9 S 11 1/ G t 0146 w1. -1/4 Stele SPACT. MAX. t/ 5101 SPICE MA1t. • I nom i ear &tonne Summar *er]r *ironer iii :•� — 0.=2fi } 19t1 7F ■•1i111•81 :W9 —I —.f a• fil• CSiiii. 9' IImfa:. ^.T4'im.r'_S:^.,':. ^ •.• IL'T,l �i ..■ .•Z•.IXP =.isQ1 [r'• 1 :`S 1tt:821fi111•11187=7 ii•w 'F7•FZ:T-• 1:15: v.'1�l•57r• :Tire. •L U cc r 1t11A7AIIIIC• NI5X■1111s1R.7f'1Zlttlt- r•1•i n R'..HFiIIMMENIMINIMMI l 'If,T•,.T- - U 10115 v F1r113•MIL II •�T7S'T^7. ,.. •'..'�'.3LiiY GENERAL NOTES: I. P.__: yass /lung W eon hale Sea, waved in cccoraence N me 0040 County. 199. Cossn at tee Soutn Eloriaa Buidnlq Cont. Sire eased censideree a 110 .•non. T>py.cn fats is 1.03. e.Posun category is C • cod me .r roof heign: is 60 feet or 'Cs,. 2. B syetane mast .,ebcna once innate': Sy We clod bads end ;e :inq system. 70ce systems ore the r soons1omty of ':Hers. 3. Un∎.e 02009 lien SentryGloe are kumccne 51>:KTV 5955.15*. Wen gla:od wth stmkord 91450 r.gsire a Hurricane Protective system. w50XR9 OPENING C ry/-20 221 r0= /10XL SiSTALLAT10P1 A-vm.aM,aa vet NCO — ate /10 P.X. S.M.S. I 1/4 EM8ED MP1. BUCK PA s ..M Ph 7 x P.T. W000 BUCK 7/10/98 2/11/971 0 SHOP I-1 /e SWM'SPACE MAX. • - • MA MASONRY OPEMNO F Mlont ---.{ 1 APPROVED AS 0980.100 Bill THE f00IH ROCX 0W1W8 6100 m /liii i i� 0/141011 81111.0118 090[ 071OIMKCE 0471 At22Pwwa Aogb -A /4. as i PAQO TYPICAL EUZYA1ICM P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 PA-20 S.H. INSTALLATION PA -2 A - r Vitt MA F.N. TAPCON 1 /e ENBEONENY ' l" X P.I. V1000 BUCK 111111M—PiriMir SNai SPACE NAX. 0 sxma SPACE 1104. I X P.T. r0000 BUCK SilIM SON= NUL 3/Is TAPCON 1 NaEDUENT Cr ) mem su serruurai I/4 Situ SPACE tat-. . BUM MANSION - WSCoC1r YENING CyA.20 U 11U TALLATION •■■• • • * 3/16 ON. F.N. TON 1 1 1.' DABEDIADIT NW. PRECAST = Note: S.. coo, a a. Fr ica3 tor Ba, t Ctteroi PIS 2/11/71 wyrse) 13 (8181.190 BRINK CCU BY " PA 0.4 b.., S.M. ornton BLOM C001 =PUNIC( t.. l *Carlin 110ek:62114612 • PA-20 PA-20 S.H. INSTALLATION PA — 20PCS21 P.O. Box 630038 2805 N.E. 185111 Stroot Atom!, Florida 33163 (305)931-2350 2 of Call Size Buck Width Beck Height Typical Jamb Fastener Spacing Typical Head & Sill Fastener Saucing Re + Pressure tau - Presser. 12 18.125 3.000 1S' 81:8' 6667 •23911 13 18.125 37.375 1313/16' 81:r 6667 -20635 14 18.125 49625 131/4 81/5' 66.67 -18972 15 18.125 62 000 13' 8 1:8' 66 67 .179 59 16 18.125 73.187 15 3/4' S 116' 66 67 •173 38 22 36.003 25.003 15' 13* 6667 •170.71 23 39000 37.375 1313.16' 13' 6667 •13735 24 36.000 49.625 13 114' l3 66.67 - 12012 23 36.000 62000' 13' IY 66,67 - 105.10 26 36000 73.187 15 314' ir 6667 458 07 1432 25300 • 25.000 I? 15I/2' 6697 •199.52 H33 25.500 37,375 13 13116' IS 12' 66.67 •166.16 1134 25.500 49.625 13 1/4' IS 1/2. 6967 - 14953 H35 25.500 62.000 ' IF IS Ile' 6967 •13940 1136 25.500 73.187 153/4' 15 1/2' 6667 - 126.58 32 52.125 . 25.000 IF 14' 66,67 •126.72 33 52.125 37.375 1313/16' IF 6697 •113.71 34 52.125 49.625 13 I/4' IP 6667 -9154 35 • 52.125 -. ` 62.000 -.• • IF IF 6967 .71.64 36 ' 52.125 - 73.187 - 15 3/4' 14 60.03 60.03 Call Size • . 'Beck • Width '' Back - Height • Typical Jamb Fastener Spacing Typical Head & SIII Fastener Spacing Re + Presser. all, • •Pressure 12 18.125 25.000 IF 81 /r 66.67 •18935 ` 13 19125 37.375 1313/16 8 1 /r 66.67 •160.42 14 18.125 49625 : 13114 8 11r 66.67 443.99 IS 18.125 62.003 13 8 t/r 66.67 .113.19 16 18.125 ' 71187 ' 15 3/0 8 1/• 66.67 .94 86 22 36.000 25.000.5 ' I IF 66.67 -132.71 23 36.000 37.375 1313/16' 13' 66.67 .95.04 24 36.000 49.625 13114' 13' 66.67 6945 23 36.000 62.000 13' 13' 54.61 -54 61 Call Si,. Beck Width Bock Height Typical Jamb Fastener Spacing Typical Head 6 Sill Fastener Spacing Results + Pressure - Pres sure 12 IS 125 25000 IS' 81.5' 6667 I - 151.10 13 15125 37 375 13 13/16' S 1 T 66.67 -13007 14 18.125 49625 13 1/4' 8 1 'r 6667 -101 38 13 18.125 62000 13' 81 r 6667 I -7969 16 IS 13 73 187 15 3/4' 8 18' 66 67 -66 79 22 36 000 25 000 15' IF 66 67 1 -91 58 23 36.030 37.375 13 13:16 13' 66.67 I -66.91 PA -20.03 Single Hung Window PA -20.01 Single Hung Window 3/16' Annealed or Tentpemd Glazing lbase a /da ask +ill r tab a kanice%or Pawake 7arar: PA 20.02 Single Hang Window :.17/8' 5B Annnalcd or Tempered Giam 26. lim8a a /66 war •48 ,aim • haM...errenedre gran.. Men -bnpam radaant 'window Wits clawed emr standard ,..waled or lneoaertp ..44 (post a mud ter N rs a hu k:ar South M pBON Cosa mom ma South Ma For Impact raratant .1.4.... Mar to Ms 4. 3132' 1558) Annealed or Tempered Glaa:3 New 2 kr iaaafadea r /di. e•6 wilt ao• • kamirear 0.^raa•• n•w. • NOTE Fastener specieg Is maxima., of 6' from eack tad; spec!.: •r indicated. .... KCP 2/1/97 W M a■•■ 13InnIngs "M 17 4/16063 i3 03•I77O WITH 7111 sami RAM RIM COI G art ^ !coal •LgglgOl7s610g MUM MCC CSlgU= =CI =MR al 4/ •A716. Ofn P.O. Bog 630038 ZOOS N.E 16516 Strad In aml, Florldo 33163 (305)931 -2350 am. SFIOP 1 M - 1"r trump I 2 4 - 13 of 4 PA -20 Specific Conditions 1 "." 74- 2OPCS3 tar` - Call Sloe Bock • 'Width Back Het ht 23.000 Typical Jamb I F. terser Spacing 15' Typical fluid a slit Fumaar Spacing 8 i/8' • Re • P 66.7 ales -P -70.0 12 16.125 17 16.123 • 37.375 13 13/16' 8 1 /8' 66.7 -70.0 I4 18.125 49.625 13 1 /4' 1 1/8 66.7 .70.0 IS 18.125 62.000 13' 8 1 /1' 66.7 -70.0 16 18.125 73.117 15 3/4' 8 I/8' 66.7 -70.0 22 36.000 23 000 15 13' 66.7 .70.0 23 36.000 37.375.7 13 13/16' 17' 66.7 -70.0 24 36.000 49.625 Il 1 /4' 13' 66.7 69.4 25 36.000 62.000 13' IS' 34.6 -54.6 26 36.000 73.187 IS 3/4' I3' 45.8 -45.8 H32 25.500 25.000 I 15' 15 1/2' 66.1 -70.0 1133 23.300 37.375 ! 13 13/16' 15 1/2' 66.7 -70.0 H34 23.300 49.625 I 131/4' 15 1/2' 66.7 -70.0 1133 25.500 62.000 1 13' 15 I /2' 66.7 -70.0 1136 23.500 73.187 1 15 3 /4' IS 1/2' 65.7 65.7 32 52.125 25.000 I 15' 14' 66.7 -70.0 33 52.125 37.316 1 13 13/16' 14' 64.8 64.1 3 52.125 49 625 I 13 1 /4' 14' 47.4 - 47.4 35 32.125 62.900 I 13' 14' 37.3 37.3 36 52.125 73.187 I IS 3/4' 14' 31.2 31.2 Call Size Bock Width Beck Height i Typical Jamb huener Spacing Typical Heed@ Sill Fastener Spacing Re • P nits - P 12 18.125 23000 IS' 8 1 /8' 66.7 -70.0 17 1 18.125 37373 1 13 13/16' a 1/8' 66.7 .70.0 14 18.125 I 49 625 I 13 174' I 1/8' 66.7 -70.0 13 18.125 62.000 I 13' 8 5/8' 66.7 .70.0 16 18.125 73.187 ■ 13 3/4' 8 1 /8' 66.7 -70,0 22 36.000 25 000 I IS' II' 66.7 -70.0 23 36.000 37.375 1 13 13/16' 13' 66.7 -70.0 24 36.000 49 . 623 I 13 1/4' 13' 66.7 -70.0 25 36.000 62.900 I 13' 13' 66.7 -70.0 26 36.000 73.187 I 15 3 /4' 13' 66.7 40.0 1132 25.500 25.000 I 13• 13 112' 66.7 .70.0 H33 23.500 37.375 i 13 17 /16' IS 1/2' 66.7 .70.0 1134 25.500 49.625 1 Il 1 /4' 13 1/2' 66.7 -70.0 H35 25.300 62.000 I 13' IS 1/2' 66.7 .70.0 1136 25.300 73.187 1 15 3 /4' IS 112' 66.7 -70.0 • 32 32.125 23.000 1 IS' 14' 66.7 .70.0 33 52.125 37.375 I 1113/16' 14' 66.7 .70.0 34 52.125 49.625 1 13 Ile It' 66.7 .70.0 33 5I.125 62.000 I I7' -' 14' 66.7 .70.0 36 52.123 • 73.117 1 13 3 /4' 14' 60.0 60.0 •1 PA.30.04 Single Rung Window 3 /16' tap act Glazing (S airy Glue 457) .yore: Thu ,nLat is . h•m..., vnnea. sr.. PA -20.05 Single Hang Window _ _ . I/t' /span/ Glaring (Sentry Glass 457) i New n...e4.., Is • 4.rnn....r. man.. "~ KCP Notre Fasuner spec.; IS mazismn d 1' Iron coca comm. . are[m us a0a1 as cant Ntaa oA nwai. . 2/1/97 NS `/2/97 I `� A iuug 001110[ 01110,311 1080181 074 001•11484 atayulcm4G -fr/d. (i ENG 1�- r"11:77 I A -20 r 14 of 4 PA -20 Specific Conditions l e'6- 20PCS4 �� . r (�''^ / � �� \ ,\ 1 1 1 can U U P.O. Bpi 630038 2805 N.E. 16515 Street Yiaml. Florida 33163 (305)931 -2350 Deck Type I: Dcck Description: System Type A(2): Fl Sheet 1 (C :ap Shee) Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Wood, Non - insulated New Construction or Reroof %: or greater plywood or wood plank decks Rase sheet mechanically fastened. All General and System Limitations shall apply. ( Shc GLAS0, #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 40D, GAFGLAS® PE? 60, GAFGLAS FlexPty, GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 ' /." tin cap at a fastener spacing of 9" o.c. at the lap. 12" o.c. in two rows staggered along the center tine of the sheet in the field. r three plies of GAFGLAS® PLY 4 ®, GAFGLAS FlexPly 6 or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Optional) One ply of GAFGLAS ®Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (Required if no cap sheet is used) Install one of the following: I.GAF WEA ER COAT® Emulsion with an app ate of) gal.sq.; or GAF Premium Fibe luminum Roof Coatjag..w an application rate of I.5 gal./sq.. l 2. Asphalt flood coat atia placation ra 60 lbsisq. ± 20 %; plus gravel or slag with an apply n rate of 400 ibs./sq. & 3 lbsJsq., respcetively. -45 psf. (See General Limitation #7) Sce General Limitation #2. 6":12"; Sec General Limitation #3. N- 8 -3 -G, N- B -3 -C, N- B -3 -M, N-8-4-G, N- B- 4- G /PG,� N 8- 4 -C/P6, N- B -S -C, N -B 5 -GPC N•B - - G , N- B.5 -G/P� S.�t4YMB- 5- M/P64 -C, Product Canrrol No :` 97.080 t Roofing Product Control Ex'- r — 1 1 —9 a North, South, and West Zones Nailable docks up to 6 inches per foot slope, except for lightweight inSulating Concrete decks which are lintlted to a maxunum slope of 1 per toot. Wood. Plywood. poured gypsum, precast gypsum planks other acceptable nailable decks. For lightweight insulating concrete decks, see page 9. Materials • Sheathing paper (i ply, if required) Base Sheet GAFGLAS Ply (2 piles) GAF Materials Corporation Roofing Asphalt lmerplies Cap Sheet GAFGLAS Mineral Surfaced Cep Sheet (1 ply) Approximate Weight per Square 01 :02 PM BRADY- ROOFING 305 — r--- '.rwwrirvtto 11-LririVg /1.0 an 17S -250 lbs., • Specifications General Design and Application Considerations detailed In this Manual snall apply in addition to the following r ecommendations and specifications. Application of Roofing Membrane 1. Over entire surface, lay one ply of sheathing paper where applicable. Lap each sheet 2 inches over preceding street. Nail sufficiently to hoid in place, 2 . Starting at the low point of the root, lay one ply of Base Sheet, lapping cacti sheet 2 inches at edges and not less than 6 inches at end laps. Nail along lap of base ply at intervals not to exceed 9 inches and stagger•nail down center of sheet in two rows with nails spaced at t8 inch intervals in each row Use fas- teners with integral metal heads al least 1 inch in diameter or square that are recommer•,oec by GAF Materials Corporation or the deck manufacturer, (See 'Special Instructions' below.) 3. Starting at the low point of the roof. mop two plies of GAf LAS fashion; lapping each sheet 20 V. inches Over the preceding sheet. sot d�nglr. mopping to the underlying base sheet to provide three plies over the entire roof area. f4014,1: hto.;, ::.ir,:1 :: Interply mosoings of Rooting Asphalt must be applied in a CuntrnucuF. film and shall consist of 25 pounds per 100 square feel of tool area with a tolerance nal to exceed 20% plus or minus. The appropriate asphalt for the slopes involved must be used. Slopmer loot Up to 3• 3% 6' Steep ASTM Type III On sTp e• NT-Steep ASTM Type tv P i up to Y: inch p er :um. tai ASTM rype it t may used except Florida. Texas. New Mexico. Arizona, and Casiforn a. Suriacino Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance with the application instructions on page 20. so that the laps are Offset from the laps of the ply sheets. Special Instructions 1. See recommendations for use over gypsurn decks on page 9. 2. Acceptable Base Sheets include: STRATAVENT. Mailable required for freshly poured gypsum decks, GAFGLAS /75 Base Sheet, RUBER010* Modified Base Sheet, GAFGLAS' PLY 6', and GAFGLAS Ply 1. For wood decks and structural wood fiber decks, when GAFGLAS Ply 4 or GAFGLAS PLY 8 is used as a base sheet, a sheathing paper is required. 3. See 'Nailing of Base Sheet,' page 19. 4. For roof slopes of 1 inch per root or more, all *Nits felts must be bacrk•narbd 4 inches In from the back edge of the felt. See '►ns'allabon on Steep Roofs; page 10. UL Classification UL Class Substrate Slope A A NC B C Specification _. N•B•4•M/P6 N- B•4•M/p6 N.g.d•M 591 I667 2' 3' 3•/• Ut. Chart Key 1. Substrate C = Combustibk and Noncombustible Combustible = Wood planks, boards. etc., pfr wood (min. "/„ inch thickness), oriented strand board (min, 'h inch thickness I NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight Insulating concrete, gypsum, structural wood fiber, etc. 2. Slope Maximum slope allowed, in inches per foot. Guarantees Avalle01t — _ _ •� llbe r Guarantees 15 yr, West Zone only Wood Decks 1 15 yr, 1 1 Lighlwelght Insulating Concrete. i (See Pa0e 9.) P. n 2 41411. DATE: NAME OF PERSON REQUESTING THE FILE• YOUR ADDRESS: ADDRESS OF Fn REQUESTED: INFORMATION REQUESTED: ACKNOWLEDGE BY (SIGNATURE) -C/itatenlilia BUILDING ANO ZONING DEPARTMENT 10030 H.E. 3ECONO AVENUE MIAMI SHORES. FLORIDA 33tDe -2382 TELEPHONE C303) 705.2204 FAX C3031 736.5072 PLEASE PRINT TIME: M i9 ,S eS "Pe Y / caS I UNDERSTAND TEAT ALL DOCUMENTS IN TEES FILE ARE PROPERTY OF MIAMI SHORES VILLAGE AND TEAT NO DOCUMENTS MAY BE REMOVED FROM TEES S FILE . YOU MAY GET UP TO FOUR (4) COMPLIMENTARY COPIES. ADDITIONAL COPIES WILL BE FURNISHED AT 0.15 CENTS PER PAGE, NOT INCLUDING BLUE PRINTS. '{ (G.- 757 g i/oxte 3o5- cl9/ dv7`( 01( FILE RETURNED: DATE 9 /4.2 /' S TIME: ? •75 RETURNED TO: C-/3/5s- Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2005 -1230 Printed: 8/23/2005 Applicant: BONNIE ROBINSON Owner: ROBINSON BONNIE JOB ADDRESS: 1060 NE 95 ST Contractor QUALITY ROOFING CONTRACTORS INC Contractor's Address: 13800 NW 1 AVE Local Phone: 305 - 751 - 0382 Parcel # 1132050120040 Legal Description: KIRBYS ADD TO MIAMI SHORES Fees: Description Amount FEE2005 -11566 Building Fee $250.00 FEE2005 -11567 CCF $1.20 FEE2005 -11568 Training and Education Fee $0.40 FEE2005 -11569 Technology Fee $6.25 FEE2005 -11570 Scanning Fee $3.00 Total Fees: $260.85 Total Fees: $260.85 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 2/14/2006 Construction Value: $2,000.00 Work: TEAR OFF FRONT FLAT ROOF TO WOOD DECK, TIN CAP BASE, INSTALL GALVANIZED EAVE DRIP AND FLASHING METALS, Signed: (INSPECTOR) Building Permit Page 1 of 1 PB 41-44 LOT 4 LOT SIZE 81.160 X SEP 1 2 PAID 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: