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BLUE PRINTS'.i C 1 1I.*. • N G 9. O At :. 1,1' K . , ^01010 Ti 3no I , pp1a T'o. Saar t�NCAtp6tr. •_w P. JM A A t2, t a r.•C'. ! Al • - C. 14 E. ! N0 Tv a Rtv \ • Gs+p QE.2 F-AS►i Lt 4 v►t -s c.0. /A A.1,04 SAY V AV. ;',; o o ` t� 3* } 4P C4tAk c. v. t, o`c u. 4 S � � Ns ..*.. :. i f /1 k � s tit Pk t' a 'o F� �•. 8^EN •T Of T. B. FORD 1712 S. W. lst Street Miami 35, Florida TeIe hones: 9 -3508 - N 11 I/ • 7 -2524 N e. 2,3/1° 8 G oc; A'r,°,/ PI- 4 // .2,14r_' C�iY %�C� •Q A OCv c a. p.> /xc /Y7. X 5 /A /Fe/t, /f / t. 0 %ce•'s- /0 / 1/1 APPROX. Z4EV '-9 0 /Ya *.1"k- t•Ve.e f 7 6 ,_ 4 3 - • 2 g/ Az If .11 .2 so s • I HEREBY CERTIFY that the attached. sketch ;,eprese:.ts a survey made under my direction and is true cad correct to the best of my knowledge and %el:ei.. There are no en s, a •t shown. ' 1.. . r , REGISTERED L SURVEYOR 427 . STATE OF FLORIDA 1 /s 1,cc.iy 7/• �' / w.t: ,.; / /eve ER1/ Zr i8 . //E A?" s'j; 4310 dt 5 / // //t • -// s..52 fore ifs .5 'c `r,' z, According to the Plat thereof as recorded in Plat gook /p at Page Public Records of Dade County, Florida. For �I . `/ G / /2 Date 2‘ ore 0 itt UNIU uU1auIuIn$u / k c.a \ >)* > k \ > 1 af ;r o,@ } kI §¥ vs u: !. *o Itotikt. urajoi ;1---..- 1 . 1nil 2 4-- - Vt %, it • 1 L 4 r g, 4 A. 7 L 4J _II ,cotAvv.. SI, 0 ft 4.1R. v ORAv40 ,A■1`. NoTT - FILE F- SHEET 1. 0E- $: MR. AND MRS. JOHN FILER. . GENERAL CONDITIONS. .A.., SCOPE OF WORK: It is the intent of these Plans and Specifications to provide an instrument of service necessary forthe construction of the following structure: Type .:A Residence Owner - Mr. and Mrs. John Filer Legal - Lot 17 & WI Lot 1$ Block 50 Sec. //2 Miami Shores, Fla. • DISCREPANCIES Contractor is to verify . all dimensions and familiarize himself with the contract ocuments and the plot ;before ,bidding. Any "discrepancies should be reported to the Architect before starting work and corrections made by. the Architect. The Architect assumes no responsibility if this • Condition is not met. • . . CONTRACT DOCUMENTS: Shall consist of:' These Plans and Specifications; American Institute of Archi- tects . Standard- Forms, "The Standard. Forni. Of Apreement Between Contractor and Owner for Construction of Buildings" and Articled _1 to 1,4 inclusive !:Standard Norm of the General Conditions,Fifth'Edition. Copies of these forms are. ,on file at the Architect's office for inspection. Where any conflict occurs between the " - aforesaid General Conditions and these Specifications of the Architect's Drawings,` then the provisions- Of the Plans. and Specifications shall prevail. The Architect shall be the final in- terpreter of the Plans and any deviations without written authority from the Owner or`Architect shall be rectified by the Contractor at his expense,: D PERMITG -The General Contractor shall, acquire and pay for general ` building permit, line and grade permit and any other special permits as needed. Contractor shall; discharge all obligationsto City,: State, County and Federal Governments. Each Sub- Contractor shall obtain and for all official permits,: licenses, and inspection fees relating to his work and give the proper authorities all requisite notiCes relative to his work. E. WATER AND ELECTRIC SERVICE: The General Contractor shall provide water and electric service,' pay meter depa is on a yearly basis) and all service charges during the progress" of the building This service shall be furni .shed to all Sub- Contractors when required for the orderly progression of his . work. At-'the completion of his Contract, the Contractor shall have the meters' and deposits changed . to the Owner's with reimbursement for" deposits 'only. F. INSURANCE AND PUBLIC LIABILITY: Contractor shall carry at all times while the work is in progress and.until completion, Public Liability Insurance which "will indemnify the Owner against any and all personal injury claims or death resulting: therefrom, for a sum of not less than $25,000.00. The Contractor shall also carry sufficient fire and windstorm insurance to cover the cost of replacement in the event of damages. The Contractor shall also be responsible for tools,' equipment, materials, etc., during construction. G. CASH ALLOWANCES: The following cash allowances are for the actual, Builders' cost of" the materials purchased. The Owner may select and the Contractor shall hang or install respective items as part . of their.contract cost. Should the final cost of the item be less than the amount, of the allowance the Owner shall` be credited with the difference; however, should the final cost exceed the allowance the Owner .make restitution to the Contractor,,. FINISH`1iARDWARE............ ........ .3150.00 LIGHT FIXTURES. .......... O .................. 125.00 S PACE HEATERS . ............................... 20..00 each The - finish hardware allowance is only for locksetB, surface bolus, catches and mail box. All other hardware shall 'be supplied by the Contractor. H . COOPERATION : OF TRADES: The Sub- Contractors shall cooperate with. all other trades working, on` :*-- building and' execute aid work pertaining to his trade without hindrance to any other trade. I . .GUARANTY- WARRANTY: All ` Sub = Contractors shall - fur a, written- Warranty, countersigned an guaranteed by the Seneral.:, Contractor before final }payment, stating': ;. 1 . This "Sub:- Contractor shall and hereby does warrant and the General Contractor. shall and hereby does guarantee, (a) That all work executed under this division will• free from defects of.materials arid' <wjorkianship for a pe of two years from' the date of final Certificate. (b) . This Guaranty- Warranty will 'not- apply to defects proven to' be ; caused by the fail.- } tire ` of work ' ofothers if such defects. were impossible to detect at the time of the examination of the others' work., . WORK BY OTHERS Contractors. and Sub- Contractors are to supply all necessary utilities, hangers,: etc. , anrto° work .. in .con junction with the following items which will be supplied and installed others • ( a). Landscaping b Finish grading (C: Range, Refrigerator. II. GRADING AlND EXCAVATION, z 1 .,,WUNK ON THE GROUND: All rough grading, both exterior and within the limits of the .building, shall eone 1;y..W e Contractor. All excess excavated materials shall be distributed as„ be dis• posed of,- to, supply all rough _fill . to bring grade to lines shown on-drawings. Backf ill around 'al - maonry wails :Where necessary. All fill must be thoroughly puddled and brought to levels shown: on drawings. Remove: all` trees, underbrush, ete . , within five feet of building . S. STAKES AND BATTER BOARDS:. Lay out the building accurately, and set such stakes, batter boards etc. ...,+‘.+�w +^may .�.+�.e - ;.� a may be necessary; - f Check all dime before excavation is started. C, EXCAVATION All Moak walls shall rest :on' spread footings. footings. Care be taken not to excavate any reaper h tan: necessary . as` all 'excess depth shall be filled with concr.ete, no dirt being allowed to bring : bottom of footings to proper levels. ,All excavations for footings shall go down to solid undiaturbed,bearing soil :or rock, Excavations for plumblng lines to be done by the Plumbing Sub_ Contractor. III CONCRETE WORK. A. SCOPE OF WORK: Work. to-be done under. this heading includes the furnishing of all labor, materials end• equ�pmen necessary for the installation of concrete footings, caps, sills, floor slabs steps, lintels, tie beams; etc., necessary to complete the job as indicated on the Plans. B. CONCRETE t All . "concrete 'throughout the' building shall be designed for a 2,500 lb. test strength • IIX: after, 28 days. The cement content graduation of aggregate and water content for various predetermined strengths rigidly adhered. to. Tests shall b'e made at any' time the Architect directs. ' shall be g idlY Ready -mixed concrete is preferable. The consistency of materials shall be such as to produce a con- crete that shall have specified strength and at; the same time work readily in all corners and angles of forms and around reinforcement without excessive puddling or spading. . MATERIALS: 1. Fine aggregate shall consist of clean, sharp sand or stone screenings, free from all in- furious salts and organic matter. Coarse; aggregate shall consist' of broken stones reasonably free from :disintegrated pieces and entirely free of salts or organic matter. No stone shall be larger than 3/4 ". PAMORROW TURNER, A.I.A NO MIAMI BRANCH OFFICE FILE F -2 SHEET 2 OF 8 MR. AND MR3. JOHN 'II�ER. PAMORROW.TURNER, A.I.A NO MIAMI BRANCH OFFICE; Water shall be clean, :fresh water, free from vegetable . or decayed substance.. Maximum` water content shall be 6 gallons per sack of cement. 4. Cement shall conform, to the latest specifications of the `American-Society- for Testing Materials.' Cement shall be stored on the site and shall be protected from: the elements. 5 . Reinforcing steel, shall conform to the ,.Specifications of the American Society For Test - ing Materials. Steel must be of proper length and bent cold. Deformed bars only may be Used. ' No bars showing large scales of rust will be allowed. No high - carbon or rerolled .materials will be allowed. F. WALKS: f rade SETTING METAL WORK: All structural; and decorative work shall' be set properly and as directed by Architect. . z , IY. MASONRY WORK. MATERIALS: broom finish, sloped to fallow Blocks. Shall be standard size locally made concrete blocks., A Certificate- of. approval b :„ testing laboratory : shall be rendered to the Owner upon. request. Cement. All cement shall meet all requirements, of the. American Society for Testing Materials: Mason -Mix. All mason -mix shall meet all' requirements of the American Society of; Testing materials. Sand. ° All and shall be clean . sharp, fresh water sand, -free from any vegetable I* injurious „ matter.: . MORTAR -MIX: Shall' be proportioned one part; cement, ` nine .+Darts . mortar mix and twenty seven parts sand, or Ma off- Mix :in accordance: with manufacturer's directions. D. ANCHORS, ETC :`` Build l.n all anchors, tog *les, bolts fleshings, beams, frames, e etc., as may b required.:�Im all anchors, bolts, etc. , into concrete as required. 6. All precast, joists.; of concrete shall be equal to "Florida Lith- I- Bar,Co." of North`. Miami, to sizes as, shown on the dra wings, and are to be doubled' under all parallel ,.pa : span with precast bridging, partitions. t3�ridge once in each D PLACING OF CONCRETE: Concrete shall be deposited in terms as seen : practicable after mixing and all concrete which remains in wheelbarrows or mixer over thirty minutes: shall be .wasted. concrete shall be spaded, enough to avoid honeycombing.' > `' E. -SLABS Od Fes: All slabs on fill .shown` on Plans shall have a minimum : "thickness of 4'► ; .: shall be poured on a sisal kraft paper .ov_er. well tamped and puddled clean fill. Allslabs .to have a 6" x '. #10 x 10 gauge road mesh. Fill to be placed 14 days prior to pouring slabs. Where walks are shotn.n on Plans they shall be 4” thick A. 'SCOPE OF WORK: . .Work "tO be'.done under this heading includes the. furnishing ofell. labor, materials-,-': and _equipment necessary. f or the proper completion of . all block and brick Work shown on the : .• and reasonably implied and. , called for i,n these ' Specifications. E. CAULKING' Caulk all with Pecora Caulking,,Compound, or equal, both from `outside and inside, F • CUTTING,' DRILLING AND PATCHING: All plumbing ipes electrical conduits, etc. shall be chased p into the walls and no unnecessary cutting shall be allowed . till finished work shall be covered and protected adequately. Any work damaged through the carelessness of any of the trades shall be re- placed to the satisfaction of the Architect. A. SCOPE OF WORK: Work to be done under this .heading includes the furnishing of all labor materials, and egirpment necessary for the proper erection ©f all form work, screeds, ;etc., and all framing lumber sheathing,. furring, .bucks,.' Cabinets, finish millwork, rough and finish hardware etc., are to be installed straight and true, . sanded and ready for other trades. B. FRAMING: LUMBER: All framing lumber Ashen be square; and sound merchantable stock. of s fze,s as shown on the Plans or :called 'for in these Specifications well seasoned and free ''from all ., large knots or other ;tions which might ; impair strength, its or durability. All lumber shall 'be grade marked. Wall Plates. Shall be 2 ". material as shown`, #2 Yellow Pine laid flat, :anchored every 5':; with 1 /2w anchor bolts extending into the concrete :lintel 'at least $" Partitions, All , frame partitions are to be formed with 2" x 4" or 2" x #2` Yellow Pine studs' placed 16 " o.c. walls. spiked into place. Double studs around all openings. Use one 2. ", : x. '4" for sills and two 2" :x 4" Rs for : plates. Solid bridge all partitions once in this height. Joists and Rafters. To be Long: of . sizes` shown on drawings, C. FURRING :AND GROUNDS: Provide and erect l," . x 2 "t: cypress furring throughout' the building on the interior of. , exterior masonry walls to receive lath and plaster. Provide and erect grounds at all openings to' receive trice.. All. furring and firourids to be erected true so that the' plaster, work will be in good alignment. Creosote or Cefctire treat back of all furring,: grounds and all wood surfaces in contact` with: exterior masonry. Furring isnot to be started until electrical conduit has been installed- on masonry walla. Provide :' 1" x 6" valance nailers over all sash. D. MILLWORK: A].1 interior finish shall be thoroughly seasoned white pine, cypress or fir,' free from Knots and other surface imperfections.' All finish .trim and base to be one member as detailed, all to be sanded and- ready receive finish.: Give all millwork one coat of primer' paint before erecting floorplan plus‘ _a . shoe rack Cabinets.' All 'cabinet: work to be mill made and delivered to the job with hardware attached. Kitchen cabineto to be e to "Southern_ Maid" Cabinet Co of Miami. Formica tops and back- splash and /or Do_ ors,. All doors to..be' of sizes shown on drawings. All doors shall be stock' paneled and'" .0f,. white, pine ,cypress or fir.- All-exterior screen ,doors shall be provided-with full" length: 18 mesh bronze screen. Frames shall be 1 -3/$" thick. Door Jambs. A11 exterior door frames. to` be made from 2" x 6" #1 cypress. All . interior a".375 names to be:made; from..3 /4" white pine, cypress or fir. All frames to have planted stops. Closets. Bedroom closets to have shelves" and rods as shown on and 31.x • chrome. clothes ` hooks 'in . each . 5. Other Millwork. All other millwork : to be supplied and installed' either as detailed • implied on the drawings to make a ; fir et :.class. complete residence. E. FINISH HARDWARFJ. A11. exterior doors to be hung with three butts; all interior doors be hung with two butts, provide - aluminum; or bronze thresholds at exterior doors where., shown. All door lock :sets to be "Schlegel' . or'equal., button type. See I.G above for cash allowance, .ancrfor finish; hard- Ware note. PAMORROW T RNE', A. NO MIAMI BRANCH OFFICE F .' CUTTING AND FITTING:. When the' ,job is substantially completed and the carpenter has done all necess cutti nd fitting -for t other craftsmen and has carefully installed all his own. work, he shall "over the entire building again and perform - any necessary" patching or refitting to leave a: perfect_: sob. VI. PLASTER ANS STUCCO: WORK A. SCOPE OF WORK: Work to be done under" this heading includes the furnishing of all labor, materials, and' necessary for the proper`. lathing plastering and stuccoing of all surfaces as called for on the Plans.. B. LATHING: All exterior walls, (over furring) ceilings and partitions where noted shall be lathed with rock lath or "cut sheet rock. Make all corners solid before lathing. Break joints over 'door and window openings; wherever wood construction "and masonry meet cover joint with metal, lath. ° Reinforce all corners Clinton cloth. Use metal lath behind all .tile walls. C. 'PLASTERING: Plaster shall be two coat work. All interior: walls and ceilings except as otherwise specified shall be plastere d. with Acme Plaster or its equal. Manufacturer's directions in regard to mixing shall be strictly complied with, all plastering to be brought out flush with grounds, bases etc., all angles. a re-: to be cut. All plastering shall be straight with grounds. All -walls and c eilings except bath .rooms` and kitchen to have textured finish plaster. Bath and .kitchen to have smooth, hard finish I. PATCHING: All patching' of plaster work. required after other craftsmen have finished their work, must , e done by the plasterer in a very neat manner, leaving neither marks, cracks, nor stains at any patches point. Textures of to match adjacent surfaces. 1. ' STUCCO: Clean and wet all masonry walls before proceeding with the stuccoing. Exterior stucco - shall be= composed of an approved quality of Masonry Cement, PortlandCement and clear, sharp, fresh water sand. Stucco to be mixed in tight, " clean. boxes. stucco work shall: be applied in two coats, the first coat of mix- shall' be composed of one ;part Masonry Cement, one part of 'Portland Cement to r two parts of sand. This coat shall be applied directly to the masonry and other ,wall surfaces, } .,filling out all hollow .places, brought to a uniform plane and scratched to receive second coat. All to be smooth and "free from waves. VII.' SASH JALOUSIES AND - PR'CAST FRAMES. A. ALUMINUM 'SASH: All sash throughout the building: except as otherwise noted shall be aluminum wnirig: type- sa8h;:equal in gi.tality to "Miami Window -Co" residential sash.` Code sizes as noted on elevation drawings.- Provide metal rain' drips over "each sash before caulking. Operating hardware ;shall consist' of Crank Type Operator. Screens to be full length le mesh aluminum screen wire. ., Sash shall be'set in and pointed inside and out with approved mastic caulking compound. 2. Sash shall be mounted in precast concrete frames with flush venetian blind guides a manufactured by the "Everett' G. Livesay, Inc., of Miami ". B. GLASS JALOUSIES: Glass' jalousie „windows and doors' when shown shall' have aluminum frames., Ja1ous es to- be 1 /4 ".:x 4" plate glass slats, A11- 'hardware to be worm gear-operated. Set door ' . jalousies in precast concrete ",frames. Al]. jalousies to be ,jalousies 1 - r /4 " thick. wood fi r frames and window., equipped With' mesh aluminum screen wire ble .aluminum frame. ` Jalousies i re in removable to be manufactured by Tropical .Awning' `Shutter Co, ,` Pro - 'rest- U, Jalousie :Corporation, or Architect's approved, egttal. .' Provide 1" x 6” `wood header' for mounting'val.ances, blinds and drapes over all jalousies and -window .openings A: BASIC SPECIFICATION: The Basic 'Specification' for Tile 'Work 'N. K. `- 300*,.. Third; Edition, as issued sy, the. National- Tile.; ganufacturer's> Association insofar as. any portion is applicable; to this build- ing. `is hereby' made a part of the Specifications ar }d<, Contract. . :TILES: All tile shall. be of s tandard grade. Owner shall make the color and grade "selection. 3 , . BATH ROOM "FLOORS: Bath' room floors to. be of' ceramic' tile as selected by the Owner. . .BATH ROOM WALLS: Path room :walls to heights' as shown: in, the :Plans to receive 4 1/4" x 4 =1/4" .stan and gaz - tile, All strips and moulds necessary to make a ' complete job shall be furnished a nd `set. - ri .. DRAINBOARD :' Drain board and back splash to be FO1114ICA. . ACCESSORIES. Bath room accessories shall be of color as selected:. Bath, rooms . to.- receive tile ixtur".es as shown. in the :Plans. . WINDOW STOOLS:; All window stools to be bullnosed glazed tile. SCOPE: The .contractor ,shall furnish a,ll °labor materials, ladders, scaffolding,_ .i , requirements of - mplements, • etc., ne ▪ _- 4-s7,. n . and in a. manner to the necessary to <;ct�inplete- work ,included in �this.sect. o the Miami Shores: Plumbing; Department. All-materials to,.be new, `the best of -their respective kinds and ` -free - : .from all defects. The approval of any materials however, will:. not be considered as acceptance of the work" whereinstal;l.ed, should prove defective. All workmanship shall be. first. claas-�throu€ hout ` regardless: of kind or' quality of materials. Plumbers w ll - prov de =£nor house to septiO:i tank :, connections'requlred or. necessary. Plumbers shall 'provide copper ttubing•hot `and�Gold water connections to; lavatory * tubs, shower, - sinks, e•tc. -, 'and-provide hose.' bibs where Plumber _to connect-'all, 'waste and soil line . to = one $00 g41.. a septic `tank .with: 125 feet : -of drain tile'. ..Provide ` ,one 30 galori� Rheeme. automatic: electric water heater, or• equal'; :table` top. FIXTURES: To be equal. to Kohler of Kohler as BATH 1. Tub Square K 206 -A Shower,* Trim - K-7031 Shower Rod K- ,9710 BATH 2.. _Tub - = Cosmop- K -525 A - : olitan BATH, 1 8c X. PLUMBING. La vatory Hampton 271.0 -A Water Closet - - Bolton :K- 3665 -.J l X. DR1VEWAY: VIII. '.TILL, AND-TERRAZZO WORK. listed ;below: A. DRIVEWAY: To be installed . as shown5 :an. :the plot Plan, and extended to the existing street paving, raving to be of 8" ' of : "Miami: 011ite "' rock compacted to 6" asphalted. XI ROOFING AND SHEET METAL. ROOF: On flat > roofs, areas shall be first covered with one 30 lb : roofing felt mopped on hot ac e hal Felt shall be applied to have at least. six inches horizontal, and vertical lap with vertical joints staggered. Followed with two 15 ib, felts swabbed ' with hot asphalt covered with roofing gravel, minamur of 400 lb's. per square foot, gravel to be rolled• into asphalt. FIL -2 SHPET- NO OF $ AN D JOHN` FILER. XIII PAINTING. PAMORROW TURNER, A.I.A. NO : MIAMI BRANCH .. OFFICE B. RQOF: On. Tile roof areas shapll be first covered with a 30# felt tin - capped followed by. one 30 roit m opped, followed (by oti1 9O # S. °.3. roll: roofing mopped. Cement tile to be laid over this. C . SHEET METAL: Ail ' valleys, :etc. , to be in .16; oz. copper copper ed i p edging strips on all sheaf iin ., g urnish' drill strip in coppery Other sheet metal work as ;shown.., XII ELECTRICAh, A. SCOPE: All .wiring i °' be done .in strict- accordance to the rules of , the National 'Board of Fire tfnderwr tero; and shall e' installed to conform to, the Miami Shores :Electrical - :Department regulations. Switches shall; be ; site `mercury type 'and 'have ivory face plates. wherever shown on . the Plans. Install meter and overhead .ser.- ice from pull : box.' Furnish` Certificate` of Inspection..: The. entire lay out shall `meet the_ requirement '` of.. the Florida :, Power and Light , Company._ Entire - system to be in steel tube and .standard, metal out1e� - boxes. All: 'conduit shall b,e - run` so that there will. be no trapped conduits. Furnish' and Set a11, necessary cabinets and`_ panels. of ,Fuse. Type, or ;equal. Any convenience outlets_ ex- posed to • weather `,shall, -be : of the waterproof' type. -,The system shall be in- charge of a' competent foreman' at all ties. Allow: extra, circuits, in 'panel and wire for range, refrigerator, -apace heaters .. ELECTRICAL FIX,TU ES: See .allowance for these. Owner' to select and, Contractor to `:hang same. A. . The :coh"dition$. and . instructions to bidders as applied on the General Contract apply on the a n,ting . Contract. Pittsburgh paint or equal. The work to be done by . the Painting Contractor. includes the „furnishing.'of :all material, labor,. tools and equipment which shall be required to com- plete , the - painting and finishing of the building as specified. Colors to be selected by the Owner, B: PREPARATION . OF =SURFACES; Painting Contractor. shall be'wholl responsible for` finish of his of and. therefore s fall` not ;'com►ence an�r part Of it until surface is in proper `condition in e�rery, respect, All knots or sappy, spots shall. be ` given one : coat of "shel lac at least ten .hours before paint.. in$. All nec { weary puttying of nail:: holes, cracks'and blemishes shall b'e done after' priming coat, has become hard;- and`dry and before second coat is Applied, : and putty shall match the shade of the finish coat. C . EXTERIOR WOODWORK PAINTING: lst Priming Coate- Printer according to directions on the package. Ind and 3rd: Coats-- House paint . as r eceived in the package or thin slightly, if desired with Leptyne, turpentine; Vitoloil or' � .oil. • D. EXTERIOR` AND'INTiRIOR'IRON, STEEL . AND'ORNAMENTA:T t IRON 1st Coat .. Apply Pittsburgh `Inhibitive Red Yronhide.: .A A1 overnight dr"yingg. rt :is adv sable than first or shop. coat be applied at shop before metal is shipped; to'site Or ,exposed to weather*. 2nd Coat. Apply black, gray or: Red Ironhide or Exterior :house paint of seq. sated color. ;For brushing use as received, • E. INTERIOR PAINTING AND DECORATING: Interior wood trim - 3 -coat work. lst Coat;: Wallhide First Uoater each gallon reduced with , one- qu of I.eptyne or turpentine* 2nd and third coats - Wal.hide • gloss in color selected for finish coat received in package. Enamel kitchen and bath Walls ° and ceiling plaster work. lst Coat Wailhide First Coater, each gallon reduced with one quart of Leptyne or turpentine." 2nd coat Undercoater 50-26 according to directions. 3rd. Coat.- Quick' Drying Gloss wall: paint 50-16 according: to directions. N -I N ;A Contractor:. shall take "a1L left- over - materials and debris away from the premises leaving all ;parts of the building n g � good. condition, : `broom clean" with windows ' wished and all. . tools carried away°. 3