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315 NE 101 St (8)DATE: s// 3/ 6 PHONE #: INFORMATION REQUESTED: FILE RETURNED TO: INITIAL Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 PLEASE PRINT TIME: YOUR ADDRESS: NAME OF PERSON REQUESTING FILE: G(J c/ k_d 7s7 -/3 7) _ /) r ADDRESS OF FILE REQUESTED: j/r (" (E' / v � -( V I understand that all documents in this file are property of Miami Shores Village and that NO documents may be removed from this file. You may get 4 complementary copies (8x11) size, additional copies will be furnished at 0.15 cents per page, not including any blue prints. If blue prints are order please be aware that we are not responsible for the quality of the printed documents. Acknowledged by: ' . ' BUILDING ❑ ELECTRICAL ❑ PLUMBING ❑ PERMIT N? ROOFING ❑ Owner of Building ✓�. CONTRACTOR or BUILDER MIAMI SHORES VILLAGE, FLORIDA �� Date 19 Architect Contractor t � or Builder 7-7, Legal Lat + i Description I 1 Bl Address of Building -i i .n /6' 9429 Work to be performed under this Permit Contractor's /3-3/ License No. / y BY AUTHORITY Subdi- vision Sq Ft Value of y„ I I Amount of 'y cam;, Project $ �3 , L' I I Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or ploy es. Signed• (INSPECTOR) BY In consideration of the issuance to me of this permit agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, awings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT 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 during progress of the work. Owner's Name and Address.James. .B. .Shatto Registered Architect and/or Engineer Name and address of licensed contractor. Tru , 600 N. W, 7 Avenue Miami Fla. Location and legal description of lot to be built on: Lot. Block Subdivision Street and Number where work is to be done 315..11.___E 101 Street State work to be done and purpose of building (by floors)_ _Fumigation and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation_ Estimated Total cost of improvements $._ 320 .00 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 foi said building. All notices with reference to the building and its construction may be sent The undersigned applicant for this building permit doc hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen s Compensation Act. being Sec:ion 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 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 ) . lei STATE OF FLORIDA, COUNTY OF DADE. Ss ' Before me, undersigned authority, a notary public, duly authorized to administer oaths and take ackaowledgments, 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 9 Disapproved _ Date_ ( Signed) Building In ector Chairman Member Member . Council Approved MIAMI SHORES VILLAGE Date /7 '7 _Date NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re-inspection fee of $1.00 will be charged when such re-inspection is made materials and/or workmanship. Date_ Amount of Permit $ PLANNING BOARD. DATE Member Member Member Disapproved _November. 24, No. 315 _NWStreet NE 101 Street Roof Covering_ , 5-- to me well known, ..... --• Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires_ Date or changes to this application after approval has been obtained from necessary by improper notice for inspection or faulty APPLICATION FUMIGATE X FOR PERMIT TO FUMIGATE WITH CYANIDE METHYL BROMIDE ACRITET APPLICATION NO. DATE 19 1. Location of building to be fumigated 315 N. E. 101 Street, Miami Shores` • 2. Name and address of owner of premises James B. Shatto 3. Type, size and construction of building CBS • Residence 4. Is entire building to be fumigu,eu: Yea 5. If not, state what portion 6. Approximate number of cubic feet of space in building or in portion to be fumigated. 32,500 7. Kind and quantity of fumigant to be used and manner of application and length of fumigation period 8. Distance of nearest building and direction from building to be fumigated over 10 ft 9. In what manner will vents to exterior of building be sealed? Nylon tent 10. Date whem fumigation will be begun Nov. 24, 1967 Fumigate Gas- Approx 24 hours Time 11:30 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 each entrance into the building bearing the following words in letters at least two inches by one inch in size: "DANGER" — THIS BUILDING UNDER FUMIGATION WITH A DEADLY GAS." 12. It is hereby agreed to make such provisions that all openings into the building may be opened from the outside after the period of fumigation is over and to take such other precautions as may be necessary to insure that all of the fumigant is removed from the building before anyone is permitted to enter. 13. It is hereby agreed to notify the County Health Department when the building has been prepared for fumigation. FIRM NAME: TRULY NOLEN, INC. 600 N. W. 7th Avenue Miami 36, Florida (Signature 'f certi ied pe t control op :'f .tor in char of this f f ligation job.) BUILDING ELECTRICAL PLUMBING Owner of Building architect ontractor or Builder Legal Lot BI. Description Address of Building CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA PERMIT N9 3425 Work to be performed under this Permit Subdi- vision Value of Project DATE - 194 Signed• By INSPECTOR BY Contractor's License No WARNING: This Construction may he In violation of War Production Sward Gpner .1 1 imitations Il' $er 1.•41 You are ceutiolitd to consult your War Production Board office before starting the work authorized in this permit. Amt. of Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regula- tions pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting4is permit I assume responsibility for all work done by either myself, my agent, servant or employee. AUTHORITY STATEOF FLORIDA DEPARTMENT OF STATE FLORIDA MASTER SITE FILE ., Dw11en of Archives, H story Site Inventory Form FDAHRM 802= = and Records Management DS•HS7.3AAA Rev. 3.79 1009 = Site No. Site Name 830= = Survey Date 8506 820= = Address of Site: 315 NE 101 St., Miami Shores, FL 905= = Instruction for locating on N side of NE 101 St. between NE 3 Ave. ix NE 4 Ave. 813= = Location Miami Shores Sec. 1 Amd. 38 E%.5 14, all 15 868= subdivision name block no. lot no. County. Dade Owner of Site: Name: Address: Type of Ownership Recorder: Name & Title: Address Condition of Site: • Check One ❑ Excellent . 863 = = I Good 863 = = ❑ Fair 863= = ❑ Deteriorated 863= = MSHPB NR Classification Category: Threats to Site: None Check One or More ❑ Zoning( )( ❑ Development ( )( El Deterioration( )( ❑ Borrowing ( )( Marmin, Pamela W. 315 NE 101 St. Miami Shores; FL private - 848 = = Stofik, Marty Integrity of Site: Check One or More a Altered 858= = ❑ Unaltered 858 = = 51 Original Site 858 = = ❑ Restored ( ) (Date: )( ) 858 = = ❑ Moved( )(Date: )( )858= = Building ❑ Other (See Remarks Below): Areas of Significance. Architecture Recording Date Original UsEprivate residence 838= = Present Us e 850= = Dates: Beginning +1937 844 = _ Culture /Phase American 840= _ Period 20th Century 845= = )( )878 = = ❑ Transportation ( )( )( )878 == ❑ Fill( )( )( ) 878 = = El Dredge ( )( . )( ) 878 = = 878 = = 808= = 902= = 832= = 818= = 916= = )( ) 878 = = )( ) 878 = = )( ) 878 = = 910= = Significance: Structure is Masonry Vernacular adaptation with Southern Colonial influence, which became popular in Miami Shores in the mid- 1930s. Noteworthy features include a two -story entry verandah. Structure is in scale and character with the surrounding neighborhood. 911 = = ARCHITECT Weakley, R. DeC. (Miami FL) 872 = = BUILDER __ (day labor) 874 = = STYLE AND /OR PERIOD Masonry Vernacular 964 = _ PLAN TYPE irregular /irregular 966 = = EXTERIOR FABRIC(S) smooth stucco 854 = = STRUCTURAL SYSTEM(S) concrete block 856 = = PORCHESS: 2 -story entry verandah with 2nd story balcony; square columns; wrought iron railing; access S 1st story, N 2nd story 942_ = FOUNDATION: concrete block 9 = = ROOF TYPE: _gable 942 = = SECONDARY ROOF STRUCTURE(S):E & W wings, gable 942 = = CHIMNEY LOCATION: W: end, ext. 942 = = 942 = = 882 = = 882 = = 882 = = NO. OF CHIMNEYS one 952= = NO. OF STORIES two 950= = 954 = = Map Reference (incl. scale & date)Miami Shores Village Plat 1980 . 809 = = WINDOW TYPE: aluminum awning CHIMNEY: CBS ROOF SURFACING: barrel tile ORNAMENT EXTERIOR: wrought iron NO. OF DORMERS none Latitude and Longitude: Site Size (Approx. Acreage of Property): LT 1 LOCATION SKETCH OR MAP N 3 2 N.e.10om5 T. /5 - N•6 • l01 5 rgr• Photographic Records Numbers 85N112HG12/85N112HG13 Contact Print ft Township Range 53S 42E UTM Coordinates: Tone " ��5r�9 _ 800 = 833 = ._ Section 6 812= = 890 = = 860 = = SrAIE OF FLORIDA DEPARTMENT OE STATE Division or Archives, History and Records Management OS HSP.3E 9.74 • CONTINUATION SHEET Site No, site Name 315 NE 101 St. Miami Shores, FL Physical Description: Structure is two -story Masonry Vernacular residence with Southern Colonial influence. Front facade (S) is fronted with two -story entry verandah. The first story porch is 2/3 of W facade, the 2nd story extends across the entire facade. Square column support, masonry. 2nd story has wrought iron railing; access is from jalousie doors. Windows have decorative wrought iron surrounds imitating shutters. One -story wing to W. MSHPB USE ONLY Original owner: M.E. Lindgren Convert garage 1947 New windows 1960 Reroof 1950 Add rear porch 1944 • 1111 m — 11s11111111111811 VIRI1111AlB4mo ®O® 111101111111110 ®111111110X 0 a Ivy MINIMINE 7 11 ®0 ° nu OM MP delegio limo N . 1110 1111111 :..I ••. w3 atitgalig I, v57 mamma N ;N,W. I1! Q J N . `N t i U 5 4 ! 7 1 10 N.w. 10 7 s 00 "00! m Iv. w. ' 1 9 7 BF 3 -111115 orE tom N ° 11110.1 1 4 „ I0'• el lune ‘Na. 9 4' 11111114011 . mmasmedaamm WPM oaemmd 1114 a e. OEM= a®1„ EP a ®o©os , soovao ©a PIPINAIN oovvg000 5 T —. mmaalovolr• 11111111. I04 irispiao ommzm: v��1m1P ©mlo4lm FtsaPNWP 10 L” v tOt s' MIS ° mmaaA MEE 5 9 9 T 9 3 x o. r-,.W 9 6 w snip IRMO 9 8 T" 5 rvw. -9S •- - 5 T. T H• 5T h Q MMADAM sum 5 T. 1111111 1 mm „ov /m 411111 / m, Sr. 11111 jz aom our T. ST 2 � 0 1� 1; t ' ! I5 1 e° 12100000D MImma® O®ov 11®11 NMI 1 N. e t c 1 e ' N. 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A K gm mon nogiarg f be NE 1 96 • e , • 00 ,;gay om morn 116111111111 Ill1P411111 maga 11m�mo�mmalm IMF • noomig 31111 All gm Al 1 SHORES Et £4117WARY SCHOOL mentimin ij 11 14,1111/8 • 0 THIS AGREEMENT made ttis Subdivision GENERAL AGREEMENT day of 1936, between hereinafter known as Contractor, and L:aurice E. iindrrren and Vert, Lind ren, his •:ife hereinafter known as Owner. WITNESSETH: That the Contractor, in consideration of the agreements herein made by the Owner, agrees with the Owner as follows: (a) The Contractor shall and will provide labor and materials necessary for the erection and completion of a one story le :'_eit :;lock _taco( 13, 14, & ? residence on Lot No. / , Block No. 38 in L:i ar:li Chores lection 1 Miami, Dade County, Florida, according to contract, which consists of this General Agreement, the General Specifications and accompany- ing Plans No. :1-132 , and attached details. (b) The Contractor shall complete all work comprehended in this contract within 30 working days after construction loan is consummated, unless delay is caused by contingencies or conditions beyond the Contractor's control, in which case the time for com- pletion of the work shall be extended the actual number of days the Contractor is so delayed. (c) It is mutually agreed between the parties hereto, that all building materials, lumber, :Millwork, hardware and paint of every nature, used in the construction of this building, shall be pur- chased from the Roberson Lumber Y .,rd Incorporated. (d) It is mutually agreed between the parties hereto that the sum to be paid by the Owner to the Contractor for the erection and completion of said building shall be (: ) payable as follows: As stipulated by the lending institution who shall grant the building loan on the above structure. In event that said building loan cannot be secured, this contract becomes null and void and the parties hereto are completely released from further obligation. (e) The terms of this agreement shall be binding on all parties hereto, their heirs, represent ^tives, successors, administrators and assigns. Witness Owner Witness Owner Contractor ITEM AC J SS (RIGHT OF) . AL7 R ATIO'J ;S AWNING SHUTTERS BACKFILLING. . BIDS (REJECTION OF) BRIDGING CABINET WORK CEMENT CEMENT MATERIAL. . CHIM1TEY CLEANING SITE, CLEANING UP CLOS CONCRETE MATERIAL CONCRETE WORK CONTRACT CONTRACTOR COPING D:i1vi.GE S (RESPONSIBILITY FOR) DISPUTES DOORS DRIVE, ROCK, CEMENT. • . . ELECTRICAL FIXTURES ELECTRICAL WIRING EXCAVATING FINISHED FLOORS FINISH WOODWORK (INTERIOR) . FIREPLACE. . . . . . . . . . . FLOORS: CEMENT, BRICK, TILL FLOORS (FINISHED) FLOORS (PORCH) . FOOTINGS FOUNDATIONS FRAMES FRA.I\IING FURRING STRIPS GARAGE GRADING HARDWARE INSULATION INSURANCE INTERIOR FINISH WOODWORK . IRON (WROUGHT) JOISTS (FLOOR & CEILING) . LABOR AND MATERIALS LATHING LAWS AND ORDINANCES LIENS LIME LINTELS MASONRY MATERIAL . . . . . 23 MASONRY WORK MATERIALS (LABOR AND) MIXTURE CEMENT MIXTURE CEMENT FINISH MIXTURE CEMENT MORTAR MIXTURE CONCRETE MIXTURE STUCCO GP �rGEX PARkJ .PH . . . 1 4 .O t s . 9 • • .34 ... . 21 18 26 39 23 23 24 19 13 40 23 24 1 4 24 . 7 17 38 .24 44 43 21 36 . 37 .52 -A .24 36 31 24 24 32 26 26 53 21 42 27-A 14 .37 48 -A .26 6 45 8 16 23 24 24 6 23 23 23 23 23 PL STERING PLATES (WALL) PARAGRAPH 41 8 ITEM PALLS . . . OIjD I ANCES (LAS AND) OU E I E WALLS (WOOD) OUTS I :JE WAi LS (CEMENT 50 49 36 -A 24 24 29 BLOCK) 24 PA._CNTINC IN PAII`�TI G EX' ERIOR PArr;R BETWEEN FLOORS PIERS PIT :LDTG PLANS AND SPECIFICATIONS . . . 3 46 26 PLtJIVE ING . . . . 47 PORCH FLOORS 31 POESTSSION 15 RAFTERS 26 REIINTFORCING STEEL 22 (REM.OF)11 . . . .18 & MAT. 11 IMAGES . . 7 10 28 23 23 RECIECTLD WORK & MATER. REJECTION OF BIDS. . . I?ETO J. OF REJECTED WORK REUONSIBILITY FOR DAMA OF ACCESS RCOFING ROCK SAND SCREENS 35 SEPTIC TANK 24 SEWERAGE 25 SHEATHING (SIDEWALLS & ROOF) 27 SI FT P. TI L WORK 48 SHUTTERS 34 SILLS . 26 SOLAR SYSTEM 45 SPECIFICATIONS (PLANS AND) . 3 ST AIR,ii Y 38 -A STAKING 2 STEEL (REINFORCING) 22 STEPS 31 STEPS: CELNT,BRICK, TILE . . 24 STUDDING 2 SUB FLOORS • 27 SUPERVISION (CONTRACTOR'S) . 5 STJRI RY OF PROPERTY 2 TLBMITE SHIELDS 48 TILE YORK 52 `,,TALKS: CEMENT, BRICK 24 WALL j L. iTFS 26 Iii,LLS (OUTSIDE WOOD) 29 WATER 12 WIT ER PUMP . . 47 WEATHERSTRIPS 33 -A WELL . . 47 WINDOWS 33 WINDOW SHADES 51 WINDOW SILLS (OTHER THAN WOOD) 24 WIRING (ELECTRICAL) 43 WOODWORK (EXTERIOR FINISH) . 30 WROUGHT IRON 48 -A GENERAL SPECIFICATIONS (1) CONTRACT This contract consists of the "General Agreement" these "General Specifications" and the Plans. (2) SURVEY OF PROPERTY The Owner shall provide a survey of the property, if necessary. (3) PLANS AND SPECIFICATIONS These specifications and accompanying plans are intended to co- operate and any work shown on the plans and not mentioned in these specifications, or visa versa, shall be done the same as if such work were both shown on the plans and described in the specifi- cations. The Contractor shall carefully compare and check all plans and figures and shall be responsible for accuracy of lay- out. In case of conflict between plans and specifications, the specifications shall take the precedent. (4) CONTRACTOR Where the word "Contractor" is used, it refers to the Contractor or contractors, for the erection of the building or any part of the building in accordance with this contract. (5) CONTRACTOR'S SUPERVISION The Contractor must personally, or by eompetent foreman, super- intend the building operations, during their entire progress. (6) LABOR AND MATERIAL The Contractor is to provide and pay for all labor, materials, apparatus, transportation, and everything else necessary for the completion and substantial execution of everything described, shown or reasonably implied in the specifications and the accom- panying drawings, except such items, the omission of which, is specifically noted. All material and workmanship to be the best of their kinds throughout. (7) RESPONSIBILITY FOR DAMAGES The Contractor shall be held responsible for the building from the date of signing the contract until the final acceptance of the building. He shall effectually cover, protect and secure the work under his charge and will be held responsible for all damages occurring to the work from any cause whatsoever. (8) LAWS AND ORDINANCES The Contractor shall be held fully responsible for the proper obsetvance of any state or city building laws, ordinances or reg- ulations. If the Contractor finds anything in the plans or spec- ifications, which in his opinion, does not conform with the require- ments of any of the provisions of the laws and ordinances aforesaid (8 continued) he shall notify the Owner at once, of such conflict so that cor- rection can be made. (9) ALTER .'?'IQNS Alterations shall be made only upon the written order of the Owner and the cost of alterations shall be agreed upon before said work is done. (10) RIGHT OF ACCESS The ()liner or his authorized representative shall be allowed free and unmolested access to all parts of the building at any and all times during the construction of the building. (11) REMOVAL OF RE IEC rED WORK AND MkTERI AL Any work or material that is not according to specifications shall be removed immediately. (12) WATER The Contractor is to pay for all water used in connection with this work. (13) CLEATNING UP Tne Contractor is to keen the building at all times, free from rub- bish and on completion is to remove all debris and waste material caused by operating under his charge, and leave the premises clean and the work complete and perfect in every respect. (14) INSURFLNCE Tna Co tr::ctor shall carry liability insurance covering all work done under his charge, - - -- - -- - 2 - (15) POSSESSION The 0z.ner shall not be entitled to possession of property until final payment is made to Contractor. (16) LIENS Before payments are made, the Contractor, if required, shall deliver to the Owner, a complete release of all liens covering payment to be made. (17) DISPUTES In case any dispute arises between the Contractor and Ov:ner on account of any of the provisions in the contract such disputes shall be settled by a board consisting of three persons, one to be appointed by each of the parties hereto and the third to be selected by the two so appointed, and the decision of any two of the board shall be final and binding on all parties. -3- (18) REJECTION OF BIDS The Owner shall have the right to reject any and all bids as he sees fit. (19) CLEANING SITE All trees, stumps, roots, etc., shall be completely removed and none may be left in the ground to dry rot or decay and all plants, growths, vines, etc., shall be cleared away Within the building lines by the Contractor. Level off the high places in the grade under the house and provide at least 1' -8" clear space between the bottom of joists and grade under the house and remove all wood and other debris. (20) STAKING The Contractor will stake out the foundation for the excavation and mason. The established grade above the present grade will be determined by the Owner. (21) EXCAVATING, BACKFILLING AND GRADING Excavate for all footings, piers, etc., of size and depth indica- ted on plans. Excavate wide enough so as to build wood forms on all sides, unless solid rock is encountered, in which case rock may be used for forms. No refilling shall be done under any foot- ings. Bottom of all excavations shall be leveled off to required depth. Where so directed, the Contractor shall backfill at walls and level off ground about building to new grades as shorn on plans, using good excavated material and solidly tamping same down. (22) REINFORCING STEEL All steel specified herein or shown on plans shall be new billet stock, and no substitution of size will be allowed. Foreign steel classified as structural grade will not be permitted under this specification. All reinforcing rods, ties, etc., if and as shown on plans and.. de- tails or specified hereinafter, shall be placed in the forms in the position called for. After steel has been placed in forms, care shall be taken to thoroughly wire tie, or otherwise mechanic- ally hold the same rigidly in position so as to prevent any dis- placement taking place when concrete is poured around it. (23) CONCRETE, CEPS ENT AND MASONRY MATERIALS All materials for all mason, concrete and other work in this build- ing in which cement, cement block, hollow tile, brick or concrete enters or is a part, shall be in accordance with the following re- quirements. CEMENT All cement to be approved American Portland Cement, which shall conform to the physical and chemical requirements of the "American Society of Testing Materials ". Cement is to be stored in a dry place and any sacks that show caking due to dampness shall be rejected. -4- SAND All sand shall be clean, sharp and free from salt and other organ- ic substances. The sana shall have fine and coarse particles well graded between upper and lower limits and of such consistency that the voids shall be reduced to the minimum. Sand for all cement finish shall be fresh water sand. LIME Hydrated lime of any commercial class and to conform to the current standard specifications of the "American Society for Testing Materials" shall be used. ROCK Crushed rook shall be of the best grade, washed free from crusher dust,marl, mud or organic matter. All aggregates for all portions of the cement work shall not exceed in size, particles greater than 3/4" in least diameter. These aggregates shall be well grad- ed from the above limit down to sizes not less in diameter than 1/4". MIXTURE All cement to be machine mixed in a batch mixer. The water used in mixing is to be clear, free from salt or organic materials and must be accurate in measure for each batch used, and the same must be uniformly supplied by exact measure to each batch. A competent foreman is to be in constant attendance at the mixer. CONCRETE Concrete for all work shall be of the following proportions: One (1) part cement, two (2) parts sand and three (3) parts rock. CEMENT FINISH Cement finish for all work shall be one -l) part cement and two (2) parts sand, troweled smooth. CEMENT MORTAR Cement mortar for all work shall be one (1) part cement, four (4) parts sand and one (1) part Hydrated Lime. STUCCO Stucco, if specified hereinafter or where shown on plan to be 5/8" thick applied in two coats, 1st coat to be one (1) part cement, two and one half (22) parts sand and ten (10) percent lime. Second coat to be one (1) part cement, two and one half (22) parts sand and five (5) percent lime. In second coat, add one (1) quart Sonneborn Hydrocite Waterproof paste for each bag of cement. After stucco has dried at least 48 hours, give two (2) coats of waterproof color wash, mixed in following proportions: Forty -five (45) gallons water; seven (7) gallons Sonneborn Hydrocite Water- proof paste, ten (10) pounds rock salt, two (2) bags hydrated finish lime and color as selected by Owner. Texture of finish as approved by Owner. 431 estatity and aoa- A aotd Ir details tpur hs.d by Oily M1 bing BLo , urata, 1 ]l! C�'S.. ' *1n*.r $. And tr tit shat en plans . detail. lame re e s* . rsi st r steal #ails • Tsps of footings 1i at . east 8 dies tits finished grad rOWINIATIONO `i" ` **teits wells and instals tsnria o e •nt black of a a tstpt�h an shown , on , dent end detail• . 1 l.. faustatian A up to floater oist wrath :Soft Wit+ t1t taste gt4tL n is h rr le#r s. ; 1 * . , suitable vents in �.� ,� ,� tae d thltak. . .1:. 0*1i ;fir * 'y .at to iiropirli ventilate the epees under *o s pl *O4 in loan *tat „that will., Tsai,elt' d hits II . 0 re, eta.. All :vests 'be seaseuud on the tae 'vixh : ruse cl.ltk or s rAtrioit a f arq size '1 1e ', le : aoee rs #e` l e spun *tor tho hap w'« ,us.. . ate o14.1 at` ttzi* gaging g `. soma ss linter linter undor the . s** r 'rs a " iea t -vsa t�aa ,t... and aae.ss open in all 'Searle* walla : 1 :a�eos and or ht$ von whiirh apendsd Ctrs . tarn p, rcanadatto . S+rrr terraces and porches of size ` and depth as and where caviar ' ,plan,► MOM WALLS of •oe t, block of thickness-- shower on plant and detail*, • '111. inside aces .,;Of sit wall to be thernn_'ghly coatisd with e•► toasifil&asp before furring strips m , naiii+eed an. W AD 0 4 11 1E 6 . 11s aia. eon dre to of width and depth where and *s Skownr o sa4 dal*.l, nrrouu t all outside , wallki . ago; ramie with tiro l relator-sing steel bars. k **piss ar wider i" tollf ' to ba pos i4 around v s .1; a)1es } sad boliforood with tap 1). L /1* *tail z'$a. { Wotan, bolts' te► ► : washers) of . $f$* diameter and proper lipatth tat saswd throsei and ,gable end plates and resolve washer Ltd: ors be p cad- ,aruuad gable ands and„ outside oft k, xalts Titti.� aif� rest *ate to be not der a' ©s *part and Oltkailli net loose than. .:( *) inches'` into 'lintels, and **ping. Oldnent as akoim, on plan OILIMECT a men* /clash ti$h ooaaroto to*ti s..: tt. *Us as shown. an - ` - ...runtalci,fire alb Aging et sins as Chown on plan, art ; Achinneyip. "umiak Ghinne, cap our ah.v* en weeded parte - tie be: as shaarn ° Car plea. c ap sr subs wb.re thorn • on pima gib4 of thin suspended t► twat ; . *mu. be, r. bI t suet plasm : ads nat*1y +�►.aet Caneneta,lo be three Inches tutor, *einfOciOd with t* reintareiug omit t+$* 0.0. ' Zionitindet and + rwarti s Ina v1 ,d sseurely 'tog car. 41 •ts b ac w .., . '! h ;t"ai s' t rasr tit s4 r0h with' :3� .?0d qtr ry 'tile. t °t ,t terns. finish with hart *amen brick. F , St.?* lith'stenntete-ToelOg where shown . on ply. pint 1 t coat an+d year ,.tea wi$h +i Ocencen brisk. Stops fret kitoken to age . owaolti - tbLi ..6* Contiafot) 49C7 1p I 41Ix viQ - WALK to treat term's, eonorete ) Wass, .scent ono (1) in.h tsrwlsd st th • s show in plat plah., , Walk tb ° scar of 2" think oeaeat slopping stoic ' as shown o* plan. �1hIi{'3 as shown an plan. Three (3) inches oonarete, Ikon* 4 1) inoh sensed; finish;, "trawled aaooth. (85� glIMASOg Pour Ines 11401 ire* pip. from Roes* to septic tank. Septic tank of comets sae paragraph 24. Tour inoh went tile of best grade free Septic tank laid as required and the. distanoe xsssssary to Comply with City and County requireaents l }i (3R ) Coatrav oar snall nee great .are as to soastruoti„oa and workman ship of all framing qua see that . it is well nailsd. All plates, sills and graders bearing ee masonry avid the ends or parts of all joists, rafters tads Mains opatactintAfle teas w& a 4 , shall-have a heavy coating of sppraVe4 Oroosete preservative e barnaked ;o* before biting put in plass. rouudatiat Bali plats* oa outside walls upen wht.h floor joist rest to be 2z4 bolded in seasrste and perfss «.y navel, as per &atoll. Wall plates Bzd bedded in eonerete and perfeeetly seourely,se- surely bolted to wall. IIsa no wood as wedges or shins. Studding 214 -ib" 0. C. with double top plate. Studs Fitt all openings 4.0" er over. The inside vsll partitis* studding contacting outside masonry walls shall be bolted to masonry wails with at least three 1 /1" diWtsr bolts (with wasks r) of proper lai*ghh to extend through studding and resolve washer Sad nut. Samos to .stead into masonry wall at least four Sashes and to be securely esuttti in plasm. Pleer joists.8xe •16" 0.0. Double joists under all partitions and around all openings• Osiliag Joists 20" *16" O.C. A. scuttle opening of anpls sise should be provided le the *oiling to give access to the attic space. Rafters isi -1d" 0.0. Ti. *very other rafter to plate with gala. iron anchors extending der plate and nailed to rafter as par detail. Rafters to be well, braced with collar beams and ties. G - Cross bridge all floor joists with 10 #3 Cypress at a dis- miss o not over 9 ft. same to be Roll fitted and nailed at each bearing. Girders, plates and floor joists shall be long leaf yellow pine. Comm, showing approximately SO% heart. Furring strips ls2 011 Cypress ld" 0.0. is all seaent block walls bo bo lathed and pl$steret. Sate to be securely tailed with case hard- 0aod nails. Creosote side eoatacting masonry. T. g area 9 ~'moo 04.10401.1 a tc lap wtIdwoo4 grey, sebet$ s .,helil tae: { 1*c *►a dr , � e . tt . IS . gs. -4tl ps r. , , t; lis -.Te th It `at aat gteaa;, *►41 : ed -' ppx bg ast .rr rifOR 4 r drag onsl. al b ta4r44 ,alt r; ea r te ti floor. s ,,, ta mei,. o ear 4orrroanh, Szattlioins U sal 11 . 00 eW tr lie Asa Oconirtsaos. -T,e • b nit " 1td shown coa plan asd ►i ... Aroand all window AO door `kazos.:with de i, , end kiwi as shown i n, Mane',. gg3lazed *III, Aola do b. ' B" „A s*.. ,, ,WcoeO 'btske td hold aneb i lerce► "es a lm iit des- b* .4agplirtalior o ►*sepia be fog ''being put it Pte i e3 motel wkete shown en ;li U. Oak 71O�$ n$ in al/ ram sot ollheratis Atizagrolk +t � ova ,a ` ttaadavA gaup to :be. laid 'afar �h ohan . A 1 : : be wail, ac, t ld3.: ow 0 a : 44 k ` se iistad .1Y 4 er 4 , :._ y +* 7r's ds ;fin plat shall be la.as l .An all gab�laa. t1a iraraRerts i e1,1 stedl sash with It mesh bro�ae dapper w 407 a1.4 a '" ss tai ` © trio F 1400re of 411: as illii*Oett 4911 *et to VIA; in ►. SO floor ie ea e see parepapec E 1 r (14 Centiaued) a � 111 finish decor et we psotasted while plastering is 'being tone and all mod-flours shall be salted smooth. (A) PAM B121,114 17,004$ 1stwsen floors, Tay Mae thickness of 15# waterproof building paper as& lapped at least two (B) i*ehss at each seam. Off) Bas` (41) MA Door & window easing. 13/16 2 1 3/4 clear cypress rabbeted to reoeiye plaster and ether trim to matsh. Window opsniags to be plastered to steel sash with round Oormets. , (is) oo s - Outside Trent d oor dsItg�1�1 oin$, thickness 1 3/4 ", Mat. as per plan. Batrance door to grog* design SweryRsadl, thickness Glass& D. S. Itirso other dooa`s design lobster, thickness 1 3/4 ", nalta 1 51*" Flush type Tenser Doors Fir. (B *) C";, WQRI Kitchen o steads as per plat of Cypress. Door flush type 3/4" Fir 7aloa I064 Ire : sides. Sink Train board bask and oats where shown on p.us, *timed Wiik colored rubber sink t covering. Front e of sink top to be aevsred"witk alumnus; could ing of oval type. ubttnt vexation mirror sxM" Bevel Plate mirror. Linen Close w as Myles. 40 a *se `, or wardrobe, to have one 1 "z12" shelf and 1x3 hook strip slothos kooks 44" *Fart or wood clothes rod, as decided by OwnaI. gotar Closets 'hors * sheets on plan. #1 Cyp. Glazed 1 3/3', Yet. Fir, Mat. Fir, Ole. D,S. whit' of *ails of suitable size for all work. lrUrnia aatrdara�re h. as scrims, bolts, sash cord end weights (4*) fps ' srtehes,. butts far all door outside. Pigott door strong a ortiss leeks, of air design l all other mortise leaks, to be strong and tell mats; sad all cone te esimplete work. Allow 9.0.00 for Madill' hardwarre sue to be selected by Owner. WI) 110FAX04 !PPG L. Hht seta ?. er se se and *star. to be furnished by Owner. Contractor to furnish az& imstall switch and distributing panel, same to be flush,, mounted in lootmannor. Prevlds motor loop and conduit connection to pastels and furnish ene a tltional fuse sap and srmrplste set of fuses. Label elearly and neatly all cironits . at panel. Ground all equipasnt properly in ,accordance With requirements. Contractor to include all as.assary swiisb.s of toggle tie and brow; Bryant swi,teh and plug plates. 111 materials and installation in aseordanoe' with National Codo Of U'ad l,'VIPterr ut City aM State laws. i. + or 1ollph ► +R ' assloaated by :4w r• Tire fcz ,radio 'as ` tooated bar Owaar tiro for al$striw light auflats as shown on plat. 4 411 airing to bor . Woo typo the talaa of $54.00 to be furnish.* 0mmtraster, some to b! .Mi•otad b; 'Owner. /4 *: P1asti►ring grounds around all door openings when rassstrf, 0ypras$ 1a% . yn *3.1 insido walls and Callings. , Lzi.i4e. tart to ba cohered with gals. 1 /d" ma hartaaro e1ot . : (d) die s grids. 411 outside. occur* of rime s • »Xsok ' *rakes : to - bi:.*vsred with gsly. metal sorMr toads. B*th: ; r+ea XS to is •laths+ with #48 gangs gall. expanded "total 104 or .• 1, .# room flue (4) feet h . fund si. a (4). f.ot 'O inoM. • high + e and .sods of tub. This part to rooeiv. tile. O sax d ,led Top Gypsum plastor mixed as per RNanu- t 011 rs speoitt ti0aas, on all inside malls and ceilings a3,ass othi rwise szko:oitisd. Finish *oat textured, finish of texture as sel•etsd bt Oeaer,, ' sa et 11 apeeit isd ` it: 'ovals to** tiled 4' Ugh 4 • r tub. per tila sea arm 411. Baisinte - of walls to be hard plaster trowel*. smooth. Aid oeler to finish` *tor it eters, and as **looted by Own*r. (4/ 1- 0401"-Ile m , Par ail. makiatas i foes and pso ride all aaesssary iron ipes, ,r b,, •te.., . .airrcke $e• Provide sm#t t Unger* all per. Ito, blookiig of pipers from. grad. tail be tM ., 1 x iz* .aid install fixtures as specified. bolo" . Algal qu *st3on s +f' l► tt, . , 10.4310 , es 11 sac. . C1aasaia Pembroke `' tandard" white . poroslaia mil ,use tub fitted with 1-4413 Otroskarif avr tho . a pt tst'b fitted: : ,tb OP.' handles and ssahioaas with X -4311 • ` It! citratiart pa p drain and **fortiori. .- 'b L It in bath and abew r transtrar vale . eoabinsatian Illo" 47 MAMA T) t%$h 1/"*" Rowirn Ta1ve s , shromard ae.#el handl*. sad eatitetoons aad ever. handles ma transfer valet" 4" oast brass joint ksa4, rim spout .4d union avl,ngs for 1/.d" I.F. •14- Oat 1 ward Re ems with des and i ou.0. whits On. 74407' "STANDARD* 20118* Lucerne White Vitreous China Lavatory fitt$ 114010. Chremar& itettio Osseprassiou: Ibrusota with four ball haadlos X kaisibliantory draixt. with *oat ohiska knob wall IL•701 gisrawo: angle scipply pipes with - whOel handle stops, , Oft i4140 °W10114410 Conpact Vitreous China Closet with roma)! fro** beflo shim tank with fittings, ChrOmard Regal Seat, ehist Ono. 2-702Q.Aeid Resisting whits porsolain.Ossuaol, size 10x$0 fittellwith E-902.4 Chrostar4 Waging spout faucet with.C*1 soap 'tisk sad,haadlos-t4YS:Ohrsaard 'largo Duo strainer, 11* rough 000 Trap* Ono Two Compartment Launtry Tabs a-24.5- 481 with metallic rims and Winona guards *002000 sa steel frame fitted withAD422 Bough N.P. qpieks double laundry tray faucet'with soap dish and'iron bracket* All of the *boy, tittnr08 to b0 *STANDARD* plumbing fixtures as miaufaqturod bystandird sanitary Mfg. Go. /*sash sad iastall two eocke on outeide wall of house as Imeatod by Owner. Irtirnish and inetall comp/ete one $$ gallon "Duplex* solar water Coils to be 04per And trOPOrly:oonneotel. Carpenter to build *ink mat cold water lines above coiling 4oists and roofer to dO any sisossatry flashing. if the aboVe fixtures to be properly oonnooted to hot sad cold watior Contractor .to run water lists frOm water main to mmter and pay for - utter tog,* Ire et motal work A. make Job 60114140•• alloys to bs ja. sapper, 20" wits, Flask all chiansy$ and des it sass ars shout on place with sate Material, eta shields asatlp torrid of a *Wafts* Dr " galtsiasd iron *hail be p ased aka all piers s on pis ass* to extend 5# "wet four s'it.s sf piers and beat Owen s sMls of 411 dogma. Ewe •fosdatton walls are shown on plan, .a (continuous shield of - a*tarial as stated ihOusAriballim plaaad along the aside of all out- lido yells and along both sides 0f all Inside tissitg walls whore wall plates or floor joists rest on walls. Shields to extend into Sva11 at least 2" and to project 3" beyond walls and bent dorm on a 45 degree angle. (48) $imno4) of fo*1datica a proot *al with eaaatlsif isd asphalt or •sal tar ,, to h WWI applying shields* Shield. shall be plaeod around fireplaces and ohismey if shown on pia* an ger spotitieations tor W1s. All as or or , we paint (50) 111 is x oz w and floors to bs fro* of dust and foreign matter a*d sanded s*ootb; All nail holes and asrfeetioas tp be puttied before first *oat is applied. Asintor shall at all times pre►tost his work and finish it in a work*aallkia a*or. Bath roma and kitoh** wails and ceilings of Palter 4* r.o* *AP teat of Ba mrilis, Or egnal, wall primmer an ear and in, coat Of Basl1*vills, or ealtsal, enamel or lacgae of so r selected by Caper. All intoteior woodwork and woad floors .uel*~s a Othorwiso spsailiod, to rssoivs two *oats of J411 oville„ or equal, insid* paint stain aslk warmish of eoi r as s*l.sto4 by Owner. (a1) Allow . x tow ter venot,ian blinds. ready aised. (and steel soak) t *osise two coats of BSlaevillo outside Priaos , e**.t to be thinned frith pure linseed oil. (1) 1* ba trriat a or a backing of #2e ga gale. expanded metal lath or octal cad sesaent, furnish and set $z , g.asad wall the asd 2" aonldod eikp *WA *alined, glazed tile fa�ti1r. (4) Toot high, and six Vii) t$. high Owes tub. Owner to select tile. furnish and set over cement, one (1) lush oolored, vitrified hexagon or aaske wear* nil* and at" Wowed Goy* base for bathroom floor. $sae solsoted by Ow sr. Mash and sot fire till wall fixtures. Allow $10.00 for sate. Furnish and net dzi" quarry file for all window sills, as shown oa details. -1) ?qth ire brick, eta. to she fireplace ooapleto. Allow #101.0O for tireplaas hearth and face, as sel **tog by Owner. Unearth to be . set over eano ote. Add to Paragraph (19) Oieaning Site Coniraetor to skin .11 all pod top soil Fleur entire house and use sal* to fill and grade yard.