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1555 Sherry Dr (vault) FOR OFFICE USE ONLY Date---.7-..6------------195... Permit # Fee $_&'_6-------— TOWN OF ATLANTIC BEACH Valuation ------------------- ............ FLORIDA House #--- --- ------ ----- . . ------------------------------------------------------------ --------y APPLICATION FOR BUILDING PERMIT ---------------------------------------------------------------------------- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the Town of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the Town of Atlantic Beach and all rules and regulations of the Building Department of the Town of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the Town of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors he submitted to this office so that licenses can be verified. '7Date------------ - 19-- 7 .. .. ... ...... Owner------ - . .... ...... - ------- - -- ddress-----------------------------------------------------------Telephone No------------_-------------- Archite - ---------------------—4--------------_----------- ------------------- -------- dress-----------------------------------------------------------Telephone No----------------------------- ---------- -------------------- -------- Contractor Builder..... ------ - ----- - dress--------------- Telephone No--------------�2�------------ ...2--- - - _-_ 1 - ff---L—A ---------- ------Block No._...3 1430-04W-Sub Division---;,,4 ----- .. ..... -------------------Zone...4-2a, Lot No.-------- ----- ... -----�'/-�- ....... ----&___Street__. -------'Side--------------- Between.--------•-----------------------------------------.and------------ -----------------------------------sts. 6 s pe of construction _J0 Valuation 1) --------- .,,For what purpose,will building be used.. . �_ 4 Dimensions of Lot-W-6--------- ../-7-3---------------Size of Footings----A::��-- ----e--------- Dimensions of Building- Size of Piers--------------.-.--------------_---Size of Sills -------------------------Greatest Sill Span in ft.------------------------Type Roof___• . - ----------------------- • How will Building be Heated?--- ------------Will Building be on Solid or Filled Ground?_ 1.91L Size of Ceiling Joists----------------------------------------- Distance on Centers-----.--....------------------.-------------, Greatest Span.---.----------_-------.-----_-----_-------- py Size of Floor Joists-.,,--------------- W--_ __ , Distance on Centers.......... ---- -- --------j/-- Greatest Span-------------------T------------------- Size of Rafters----- --------------------------, Distance on Centersr3-----------, Greatest Span---Z._ _............................_ This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. Z 3. When steel is in place and ready to pour beam. F, 4 E-1 4. When framing is completed. $ -; 3 5. When rough plumbing is completed,and ready to cover up. rA W 6. When septic tank drain field is laid but before it is covered. A A. 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after 17- corrections are made. FRONT OF OT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with, e,,attac ed plans specifications, which are -a part hereof, and in accordance with the building 'P ac regulations of the Town At n�e�?�eh. ----- ------ ----------- .............. .......... Addre ..............------- Signature of Buili�r-- -------- ------------ Signatureof Owner-- ----------- ---------------------------------------------------------------- Address------------------------------------------------------------------------------------------------ - Instructions to Builders and Contractors building or working in the Town of Atlantic Beach 1. No work on any building *hall be started without obtaining the necessary permit. 2. No changes in the approved plan shall be made without the approval of the building inspector. 3. Inspections: The following inspections shall be called for: A. foundation, when steel is in place. B. Plumbing, rough. C. Lintle, when steel is in place. Da Framing, before any wall covering is placed. E. Electrical, City of Jacksonville. F. Septic Tank or Sewer, before covering. Ge Plumbing, final. H. Final, when all work is complete. Any concrete poured or work covered without the necessary inspection shall be removed or uncovered at the request of the Building Inspector. 4. After the final inspection and upon submission of a drawing showing the size and location of completed building on lot to the Building Inspector a Certificate of Occupancy shall be issued. No building shall be occupied before said certificate is issued. 5. Plumbing permit does not cover sewer connection permit. 6. All contractors and sub-contractors shall have occupational license issued by Town of Atlantic Beach before doing any work within the Town Limits. Contractors shall furnish certificate of liability insurance when obtaining license. 7. The penalty for violation of any provision of the Building Code or of Ordinance #186, shall upon conviction thereof be punished by fine not exceeding 8500000 or imprisonment for not exceeding 90 days, or by both such fine and imprisonment. 8. Copies of The Southern Standard Building Code and Ordinance #186 are available at the Town Hall for reference. 9.. When a sidewalk exists across front of building lot, said sidewalk shall be placed in first class condition before final inspection is .requested. I have read and been furnished a copy of the abminstructions in connection with Building Permit No. L Date ZS-7_7 Signed / SPECIFICATIONS FOR THE COU3TIRUCTION OF A RESIDENCE FOR MR. Alfill MRS. A. J. STOCKSLAGER .WRY DRIVE ATUNTIC BEACH, FWRT.DA APPROVED ectural CO mmitt .... .. ...... .... ... . ............... .... .. ........... ......7.* 959........... DAEF........MAY-2... ..... , TPIDEX PART I SPECIFICATIONS TITLE SECTION A Z GENERAL CONDITIONS A SITE OF WORK & PREPARATION B CONCRETE C SHEET METAL D ROOFING E MASONRY NIORK F LATHING & PLASTERING G FLOOR FINISHES R TERRAZZO I CERAMIC TILE J WALL PAPER E PLUMBING L AIR CONDITIONINGS HEATING & VENTILATING M ELECTRICAL N HARDWARE 0 MISCELLANEOUS METALS Q CARPENTRY & MILL WORK R FAINTIN13 S ALUMINUM WINDOWS &. DOORS 1 GLASS & GLAZI140 U CABINET WORK V DRIVWAY K PAIN II - F,H,A, FORM PAGES I ThWUGH 4 PART III - DRAWS SH?I,ET ? T++iROUGH y SPECIFICATIONS FOR THE CONSTRUCTION OF A RESIDENCE FOR MR. AND MRS. A. J. STOCKSLAGER ITEM A. - GENERAL CONDITIONS 1, The Inteution aDd Meaning of these specifications is to provide a Residence for Mr, and Mrs,, A. J. Stocksl.,ager:, complete and ready for use and enjoyment. 2. The agreement shall consist of a contract which will be made up of the General Con- ditions of the Contract, the Plans and Specifications including all wdifications thereto included in the doaxnents before their execution. These consist of thres parts: Part 1, Written Specie cations - Pages 1 ; Part 2a FHA - to Form - Pages 1 - 4; Part 3s Pla,70 1 - 5, The�ii form the Contract, 3. `Phe GE►_eral Conditions for the Construction of the Building as approved by the American institute of Architecture Form A-2, Fifth Edition, shall by reference form a part o-, each section of fifsb: ITEM A - hNERAL CONDITIONS CONTINUED 10. The Contractor shall give efficient supervision to the works and he shall carss- fully study and compare all drawings, specifications and other instructions and shall at once report to the Owner any error, inconsistencies or omissions which he may dis- cover. 11, The Owner without invalidating the Contract may order any extra work by making changes, by alterations adding to or deducting from the work. The Contract Suri being adjusted accordingly. 12. The Contractor shall furnish a bond covering the faithful perloormar_ce of the Contract am' the payment of all obligations arising thereunder, The premiwa shall be paid by the Contractors and shall be in the amount of the total amount of tl,e entire Contract. Neither the final certificate of payment or any provision in the Con,,ract Document nor partial or entire use or occupancy of the premises by the Owner shall constitute an acceptance of work not done in accordance with the Contract Documentsp or relieve the Contractor of any liability in respect to any express warranty or responsibility for faulty material or workmanship. The Contractor si.all remedy any defects t: the work and pay for any damage to other work resulting therefrom which shall appear within a period of one year from the date of final acceptances unless a :forger period is specified. The Owner shall give notice in writing of observed defects with reasonable promptness. 13. Nothing in the above intends or implies that titis guarantee shall apply to virk that has been abused or neglected by the Owner or h1a successor in interests. 14. The Contractor shall insert in his bid money as listed below for electrical fixtures shrubbery$ and hardware: Electrical i,igIt .Fixtures - 00e00t Hardware 4"150,00., Net Each ghat will be purchased and delivered by Owner. Contractor will pay Owner in cash or by check on receipt of sale.:= slip. Any overage of these amounts shall be paid by the Owner. I£ the amount spent is lass than the aarount sham a;Dues 'tile owner shall be credited with that, amount. ITEM B SITE OF TITE. WORK 1. The site of the work fay the entire area includaA within the clearing limits shown on the drawings shall be completely cleared of all grass, weeds and refuse and other objcwt- ionable objects resting on or protruding through tht: surface of the grounds except such individual trees group of trees and veget4tiott as may be designated by the Owner to be left standing,. Objects in the area to be eler:real shall be cut off below the sur- face of the ground, 2. Grubbing operations shall extend five feet beyom; the limits of construction, and shall consist of complete removal of all grass, weedL and other refuse and other object= ionable ma',erial resting on or under the surfaces of the grroundo 3, Excavation for footings to the dimension elevatio,is and depths shown or as necessary in order to provide solid bearing. No backfilling ur+ler footings will be permitted. 4. Backfilling under concrete slab shall consist of r:elected material consisting of sand; gravel and other approved materials., and shall ba free of trash, lumber or other debris. Backfilling shall be placed in horizontal. Byers not less than six inches in thickness after compactness. 5 The Contractor shall be responsible for finish Fading to the lines and grades shown on the drawings of the site. The Bench Mark is the top of the Fire Plug in the Island of the Street,, and is designated 100. the Contractor shall furnish suitable soil fres+ from roots and weeds necessary to accomrlish the finish grade, ITEM - SITE OF THE WORK CONTTNUL-D 6, The Contractor shall dispose of all refuses clearing and earth work operations by burning and all removal from the site. All burning shall be in accordance with the Taws of the City of Atlantic Beach., T TK"•7 C - CONCRETE WORK 1. Concrete shall be composed of Portland Cements Course aggregate and fine -aggregateand water so proportioned and mite d as to produce a plastic, workable mixtureo The con- crete mixes shall be designed as to obtain rsini.nrum allowable stress of strength of 28 days as follows; Footings and Slabs Q 2500 psi Bea= 3000 psi Portland cement shall conform to ASTM C15()-47. Fire aggregate stall be Interlacen r)llding Sand. Coume aggregate.shall be 1/4 inch to 1=1/4 in. gravel and course granite. Water hall be freshp clean and fit to drink, , 2. Reinfo rcing steel shall conform to ASTM A-16 with deformti.ons conforming to ASD: A-306-539 Aire mesh shall conform to ASTH .A-185--3710 30 All concrete work, including fabrications of reinforcing bars shalI be in accordance with ACI Code, ITEM D - SHEET METAL 1, Sheet Metal for gravel swops and termite dams shall be fabricated from 26 gauge galvanized steels, 2. Plumbing vents sha 1 be flashed with is lbs, sheet load. Provide four inch flange's, ITEM E o ROOFING to Roofing shall be twenty (20)Year—Built Up Roof slirdUar and equal to Fiberglas, Johns-1,4anvi,].3.eg complete with all necessary flashing and counter flashing. 2. Roof shall consist of fiv,---ply$ and the surface: eh all be River Bed "P" Gravel, 3, Roof insulation shall .be Type 6, Infra-Accordio'n klumimLm as rranufactured by Infra. In- sulation, Inc-a New York$ N Y.., or Owner approved equ.a.o ITEM F - MASONRY WORK SEE ITEM F-4 1, All masonry work shall be S" x 8" wide x 1611, long concrete units/ Contractor shall provide all necessary ends@ corr_ersv solids, etc. 2. Concrete masonry units shall be equal to Ripley Concrete Products, 3. Mortar used in all masonry work shall consist of one (1) p= rt Bri=ants, MNM or equal and three, parts loose darop said measured by volume. Sand shall be Interl.acen Building Sand, Water shall be used in such amounts necessary to provide suitable workability, ReteMering and use of stale mortar will not be perm'itted, 4. A 10" Thick Cavity Mall of Flashed Burned C0T=n Bricks exposed both sides shall be used on the West Wall Only. m3- ITEM F w � ii SONRY WORK CONTINUED 4, All joints shall be uniform thickness, approximately 3/8't. All exterior horizontal joints shall be raked 3/8" on concrete block (On bid Alternate #1 the horizontal and vertical joints of both expogcd brick Falls will be tooled 3/8 of an inch) kll exterior concrete block vertical joints shall be flush, 5. All masonry units shall be laN.mid plumb and true in lino in full bade of mortar. All joints and masonry work and joints between masonry and other material required in connection therewith shall be filled solid with mortar,,, 6, Bond for masonry Work shall be common bond with vertimil joints occuring at mid- point of units below. 7, masonry reinforcement shall be Bloknlok. reinforcement shall be placed continuous in horizontal joints, 16 in. o.c, 8, Where cutting is necessary, use Motor Driven Carborundum or Diamond Saw to produce a clean cut edge. Do all necessary cutting to accomodate all electrical outlets., con- duits., plumbing fixtures9 pipe brackets and bathroom accessories. 90 All exposed masonry and facing work shall be gone over a.nd pointed at- places where joints are not completFiyfill ed. 100 Wall Insulation shall be Type 4 Jr. Infra Alun arum as mayvj..fa.ctu.red by the Infra Insulation, Incus New York! N. Y. or approved equal. ITEM G n LATHING AND PLASTERING 1, Plaster wall shall be two coats on gypsum lath,, Finisa ,hal.l be sa:'1 finish except on walls of kitchen and both bathrooms$ which shall, be srpoth finish. 2. Gyps lath shall be 3/8" thick, and shall be equal to product of U. S. Gypsum Coo 3o Plaster ceiling shall be two coat work on Gypsum Lath. Finish shall be sand finish. Gypsum lath shall be same as specified for plaster walls. 4. Corner beads and plaster dtaps shall be 26 ga%:ge galvanl_2ed raetal1 Plaster stops shall be square nosed. 5. Sand shall be Interl.acen Building Sande 6. Plaster containing blisters., pitsg checks or discoloration will not be acceptable. ITEM H_ - FUJORR FINISHES 1. The living room and dining room floor shall be steel troweled concrete suitable for acceptance of owner's existing carpet., 2a Baseboard shall have nails only tacked in for easy removal, for insertion of carpeting . 3, Basement floor shall also consist of concrete steel_ troweled finish. 4. Wood flooring in the three bed rooms, halal and closets shall consist of $ or Better Oak, and shall be finished with two coats of Bruce's Clear Floor Sealer and two coats of paste wax. The Oak Floor shall be cleaned, sanded and final sand paper shall be 00 or 0 steel wool,, The sealer shall be buffed between coats with ##2 steel tiroal.. Q4- ITEM I TERRAZZO 1. Terrazzo Area shall include the Kitchen, Family Room, Foyer and #4 Bedroom or nen and all attached closets. 2. Terrazzo work shall conform in every respect to the National Terrazzo and 14osaic Association. 3, Terrazzo shall consist of 80% White Chips., 10% Coral Chips and 1.0,E Charcoal Grey Chips on t:hite cement. Chips shall be of granulated wrbleo 4. The underbed for the Terrazzo consists of Portland Camnt amd saw., shall be brought to a level not less than l/2 " or not more than 3/4" below the floor. 5, The Terrazzo topping shall be not less than 1/20' and not more than 3/411 in t ickness9 and shall be granulated marble as described above, The topping shall be of uniform composition. The same type of gravel that appears In the -surface shall be the same for the entire thickness. 6, The Terrazzo shall be machine rubbed u::ging course carboruzrdum9 and then a light filling of pure white cement shall be applied to the surfaces filling all. joints and allowed to remain until final clningo I`i'E�ift J W CERAMIC TILE 1. All ceramic tile for floors of Bath #1 shall be No. 310,9 2=' x 211". Spartan Orsan Blue, Wainscot Tile for Bath #1 shall ba Sparta #873 Spice White and shall be h,' x 42 inches for tub enclosure and wall base for Bathroom. Tile for Wainscot, Cups and Coves shall be * x 42 See Sheet #3 of Drawings for details, 2. Ceramic Tile for floor of Bath #2 shall be Sparta Orsan Blackp 2 x 2 inch #310. Wainscot for shower enclosure and wall base shall be #719 black. Tile for Waitn3cot9 II Cups and Coves shall be QLT" x 4l'". 3. Samples for both bathroom tiles w--',ll be furnished to contractor by owner, 4. The tile shall be set in accordance with specifications of the Tile Harmi Book,9 and the setting bed shall be Portlar4 Cement and sand with lime putty added to assure a smooth working waterproof mix in accordance with proportions reeoimerAed by the tile manufacturer, Tile joints shall, be grouted using a mix of equal parts grey and white cementsg and shall be approximately 1/16 inches gide, 5, All accessories shall be Ball-Mack, Los Angeles. California9 and all accessories are chrome plated. (a) ## 1 Bathroom 2 Soap Holders (recessed),9 Hall-Mack #824 1 Soap and Grabbar (recessed)., Halla-Mack #864 1 Tumbler and toothbrush holder., Hall-Mack #830 2 Towel Racks #893 Length 18% H211-14ack 1 Toilet Paper Holder (recessed), Hall.-Yack #877 G50 ?MI. J a CERAMIC TILS CONTINUED Accessories (b) # 2 Bath 1 Soap Molder Recessed) Hall-Mack #824 1 Soap and Grabbar (recessed) 11al -Lack #864 1 Tum&r arA toothbrush holster Hall-Mask x;'830 2 Towel Racks Hall..-Mack #893, 3811lengtn I Toilet Papor Holder (1eces-- ) hall-M -_1: 'V 377. STEM K WALL PAPER 1, wall paper,for bath=crsi :_hall be as lis under Item 15 of the Description of Materials Form attached, #1 Bath -• Varla.n #x`6963 Gulfstream ##2 Bath - var ia,n ?-76204 Ebb�Tid ITEM! L - PTZIMBBIG 1, In general the work specified in this section of the specifications includes the Furnishing of all labors, material and miscellaneous items nec -scary for proper in- stallation of the aollowi.rg systerz; including feess, charges and vez,cd.ts necessary for connectiontD or any extention of any utilities seming this project, waver supplYa -sewage disposal, vent pipings cold water, bot water' L,P. Gas `4:7 reruired)o 20 All hat and cold water lines shall be Type. 'e L'- Gopp:ar, All plumbing waste and Ment pipe shall be standard weight cast iron, All lanes sha-U sae sired in accordance with existing local cedes, Gate valves shall be brass, 4:edga t,;�eo -17-loor drain shall be chrome plated brass strainer wiAh integral T-traps equal to J,,,)sa mo 3 P Cleanouts shall be pro vrided Vhere regnirad, by local c!;d.e E, 4. Each fixture group and cl.sewhere as requir d s1;.0. 1)�D ipr,,;P;,dei' 1`0x% air chambers for the elimination of water hamrar, ITEM M FAIR-CONDI TIONIN AND V&,.TING A14D V T�1 1214 1, Ducts and duct fittings to be located. under the flooa slab shall be Johns- anvilleo Transite Air Duct- ducts and fittings to,be located within the w Us and over furred ceiling shall. be galvanized iron.of 26 gauge., 2. Air supply grill shall. be Titus G,ill..VJall Type S 274, or Ceiling Type Titus TMS-.',-1©4AI Titus Air Voliure Extractor & ContrulleYs - AG-45 or approved equal., 3, The Heat Pump shall be Weather KL--g WK300 or Owner approved equal, 4, There shall be provided one 2SA Rock Well for use as supply well for the mater to Air Heat Pump, and the well shall be capable of providing not less than 15 gallons per minute continuous supply of water,, 7.he well shall. be to a sufficient strata to provide mater to erinkj, and shall be pumper "clear" before connecting weU. p-wip. So The Control for the Heat 11imp elholl. be as described on Iter, 23 of the attached specifications Page 3,, FTHA, F0=11 6. An Allowance of $25100.04 shall be provided for Owner to Purchase Heating and Air-Cond:U-Iorrd.nga ITEM M ® ELECTRICAL 1. All. Electrical Wiring qlhall be above grade, exr ep't. oa3s IU Empty conduit from maim panel to Baserpont near heat Pump. 2. Total amounts for the electrical lighting fixtur,-js shall. be J=0.00.(Own ar vri11 deliver fixtures to Contractor,) Payment will be nade ac describae. in th, daneral speeif'ica tions. 3. All electrical work shall be in accordance with a..1 applicable codes and the main panel shall ba a ei.remit li oaker 'Type Square "D" Flush Mounted in Kitchen with an venteen circuits: sae dstai.l.s below. 4. Contractor to install aU fixtures. 5. All swi.tcFies and outlets shall ba located arad.c;oymected as per drawings', 6. All light switches styli be Bryant Ivory Push Mates with Black Bfl cher and silent switches #S!-'l"- a ccspt ��*dere pill stria: s e 4 Cal for on a .ngs. 7. Kitchen Appliance Gircuit #39,10fWire. Al!-`'other- li&hti-ng ci rcults sh..all. be #12 AGW Wire, All 230 Volt Circuits shall be in Accordance with thea proper code,. Amperrs ratings ©f different tliyvi cos will be given upon requast by.the oar. 8.. See Schedule and Plans for Circuitry, 9. Electrical Schedule: Lighting & Power Paual Schedulet Panal Square I'D" Type Q02)4R!? .Flush Mtd. (with door nex to Freezer In Kitchen) as per print (1.50 AMP Lugs) 200 AY-P Po.0 uto CIRCUIT NO, BRELU ERS SERVES AMP PLIES _ A2 1.5 1 Cr.tl.ots & Lights of Kitchen at Freezer End A3 15 1 Kitchen Appliance OUt1®t8Li Out_ aide Outlets ms & Light &t Dish�►ashezu i A4 15 1 Refrigerator, Westwall. Kf tche ng, East, South & West Wall Dining Room and Planter. A5 ' :,5 1 Living. Room, Foyer & Outside West Wall Light A6 ^5 3, Den outlets do Lights & O•atlets '4 North Wa1.1 Favi.ly Room. Bl 50 2 Beat PWV - 230 volt B2 20 H' Hot Water Heater ® 230 'Volt B! 30 2 Eleetrie Diger d 230 `dolt B4 50 2 Well Pump o 230 'Volt(or Strip Heater Starter) B5 '15 1 Az: cutlets & Lights #3 Bedro=.9 con.. outlets FAwt Wall #4 H.R., Ha & Stairs to cellar, part cellar. Iib 15 1 #2BR & Part Master BR. B7 15 1 Part Master BR and Bathrooms #1 & Bg 15 1 Workroom & Playroom in Baeer t B9 50 2 Spares B1a 15 1 " B11 " B12 1 n ELECTRICAL lilliWiyxtrr�^.. 10, Contractor sbal.l supply Twll wire fmm outAda connection to outlet in Kitchen and outside connection at Mastc,,- Dedr cm to l.sa tcxd, L hone _1%tJ 3tS. ITEM 0- HARDWA:RE 1. The hardware al.lowranc3 s VAJ. be : 150,00 uiith v":'hod of as described in 1-0he general specifications. 2. Owner wrill provide ui_a iter,,is t a. Door Lock Sets b. Door Hinges c. Door stopso 3. Contractor is to provide a:a cI,har its.: that nay- be °v%> �..4;c�cel 'hrdmare, ITRI Q m MSCELLANEaUS METALS 1. Provide all misceiLl aneoua ti 4,.el nl awn on da-a A i n.as o Steel shall by In accords nce with ASTM A-70 2. Closet rods shall be 3/4 i.r:.e g lt,-,nized iron rocs -t,4 be providW where indicated on drawings:, 3. Aluminum threshold: zhu:11 be ,'> 34 inter-lock avatar-at p as rtl.nufa,ctured by the Accurate: Metal Weatherstrip Coir Mt, ''err^r., N. Y, 4. All anchors, elips,� bo_7:',;:==r Kut-s, dowels, read.si k zshara., etc, necessaa jfor anchoring metal, mason:ti;y cr° aaor- or for installing 'woes for tho different trades shall be provided as required -to -^;iplete and firdshed ,,jo'bv I'T'EM R- CARRLti`1`FtRY AND MILL to See F.H. .A. SpecsaD:s' s aril De tai14 for quantity and quality of carpentry and mill work require.., 2. adhere specified gra&,&, of Yellow Pine are called for shall Rbs- Southern Yellow Pine graded in accordance wri' i 9r.1di.ng recommendations of the Southern Pine Inspection Bureau, All lumber shall to Ki,-.t or air dried to moisture required. by -che staay.ards of SPI for the particular gree] indicatod unless otherwise specified. All, xroulding9 trim and other millwork items v-ah as cabinets, counters, etc, shall be kiln. dried. 3. All framing lune L.f. shad. be #2 Southern Yellow Pine, Co:�wn or Dimensioned as require., Lumber shall be ki},r or air dried to a moisture content of not less than 10% or more than 16% before dellvev.-,r. 4. Wocd member-,, =tearing againsst concrete or masonry aba.l.L. i, anchored as indicated or required. AV. _uch wood mem'oera shall. I-e pressure treated. with Voolman salts atnimsua retention 0, ib. per cubic ft. 5o The ire;.r"i.or doors shall be as per specifications on X.A, Form 6, The f.-terior doors shall c�6 au psr attached specificati o on F.H.A. Form. 7. N:j,_Ls for all exterior use shall be gai,vanized , ITEM S . PAINTING 1. All paints and painting raateri.als shall be delivered to the job in their original unbroken packages. (C1idd®n Flat Enamel Color Coat munber used. as au:.de for Interior Pain+,-- ing.) 2. Paint shall. be Glidden, Pittsburgh first-grade quality or equal. 3 Wall. Paint Colors a. Liv'Ang Room; Dining Room, and Foyer - Bone White Dd$ b,, FnAlly Room and Der? D-106 C-Fog co #3 Bed Room D90A Sandy Beige d, �,2 Bed Room - D-90B Light Apricot e, Master Bed Room d D1144 Malibu f,, Bed Room Hall - Bor.a White D-r �;. Kitchen o Bone White Dpi h. All Ceilings o Natural Bone white Pl.asfer. tto Paint? !t All surfaces to bQ �x.inY d sell be elcan� comple Lely d re.', and ready tc reoeiv s paints �o Ali cracks., nail holesp open joints etc, shall be puttied jith pure linseed oil put by and caulked,, Caulkinx comparxA shall b Minwaxs Truscon. or Equal,, Caulk around all doorsp windowst etc, so as to make them air tight, Caulk again after stops and moulds are applied., ', Additional pain-�,ing raquirsi�ents are given per attachol sp'acific=,tions 7, All exposed c/increte block shall have tiro .coats=of Masury Ai.kyd Ba-\s Paint-with finish coat (cc outside ty lte. Other pa-Ent colors will be se?ected by the Owner, ITEM T @ ALUMI7�jM WINDOWS & D00143 1, Aluminum windows shall. be as spe(,dfied in the attached specific ations as nufactured by the Miarl Window Corporation., Ivjamis, Florida, Windows si-.01 have Aluminum glazing beqs and, -eu;r+i.nam frames And scxeenso All accessories necessary for proper ins±,allation and opera-Lion sh LU b furnished, por sizes and other informtion see drawing-3 a\i attache. specif ica tions, 2, Aluminum sliding doors ,ball be maztaf'actured. by Glide Windows., North Hollywoodq woodn dooms. Each door shall be fwrnished with one al:.3rni.zrarm sliding screen door, g sfall be screened with alumirwr, window screening. Doors shall be "Pan=g-View" series. All accessories necessary for proper installation and operation shall be furnished,, For sizes and other information see specifications and dr,Auings, ITEM U - GLASS ANT) GUZING 1.1 Glass for sliding doors shall be 7®32 " thick Crystal Sheet and shall be installed in the door. Glass shall be Pittsburgh Plate )lass or approt'%d equal. 2. Glass in operating sash shall be DSB, 3,, Putty for Aluminum sash shall be type reconnranded by A1umiirr=arr Boor or Window Manufact- urer. 4, All glass shall be set by experienced glazisrao All glass shall be set without springing or forcing. . Upon completion of work. all glass shall. be cleaned inside and out,, ITEM U - GLASS AND GLAZING CONTINUED 6, All glass that is cracked, imperfect or cannot be properly cleaned shall be removed and new plass installad, ITEM V - CABINET WORK 1, Cabinet work for the kitchen., and two bath?s counter tops only shall be as indicated on the drawings and specifications, 2. Cabinets for the kitchen shall have magnetic latches. Hidden finger pulls will be opposite magnetic latches, 3. Cabinet doors shall be made of 3/4", 8 ply. finished Basch stained Walnut, 4, Cabinets shall be manufactured by Jar-Maid or Owner approved eQualo 5, Quality of material and workmanship shall be first class, 6. See drawings for cabinet detail, 7, Kitchen Counter top finishes shall. b: Mi cartes CoiistelJztion Style No, 83M48. 10" Splash Plate in back of o anter top will be Micarta Concord, Style S9011-110. Measurement from floor to lowest portion of cabinet above refriorator shall be 67 8, Cabinet Counter Top_ for #1 Baal, Wash Basin ti:tjtaQ,, spj*ab Micarta Blue Constell- ation No, 83M539 and also a Micart.,� lipo 9, #2 Bath Wash basin counter top shall be covered with Mi.carta #83M49 Black and Gold Mategra series and44A--81' , and also a Micarta lip, ITEM K - DRIVEWAY 1 Cemnt Driveway,shall be 4" Thick with 6 s 6 ,#10 WIXo