Town annual report of Andover 1915-1920, Part 24

Author: Andover (Mass.)
Publication date: 1915
Publisher: The Town
Number of Pages: 1050


USA > Massachusetts > Essex County > Andover > Town annual report of Andover 1915-1920 > Part 24


Note: The text from this book was generated using artificial intelligence so there may be some errors. The full pages can be found on Archive.org (link on the Part 1 page).


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41 85


W. J. Doherty


51 81


51 81


51 81


M. M. Converse, hay


31 05


31 05


31 05


.


W. H. Coleman & Co.


37 69


11 00


48 69


.


.


.


.


.


.


1


22 65


351 74 83 05


Walter I. Morse


82 25


WATER DEPARTMENT


SEWER DEPARTMENT


NAMES


Mainte- nance


Construc- tion


Total


Mainte- Construc- tion nance


House Connec- tion


Abbot Village Sewer


Total


Grand Total


J. H. Campion, grain


48 30|


48 30


57 00


57 00|


105 30


Merrimac Boiler Works


42 04


42 04


42 04


Charles A. Hill & Co.


14 72


14 72


14 72


W. S. Greenough & Co.


4 65


4 65


4 65


George Winslow


10 10


10 10


10 10


Burmingham Pen Co.


2 50


2 50


2 50


Skeele Coal Co.


472 16


472 16


472 16


B. F. McDonald & Co.


22 12


22 12


22 12


R. D. Dodd, repairs


59


59


59


George Brown, rubber boots


45 50


45 50


45 50


R. F. Morse, repairs


1 80


1 80


1 80


E. A. Marks, repairs


1 43


1 43


1 20


1 64


John A. Riley


4 00


4 00


4 00


Buffalo Meter Co.


62


62


62


Robinson Hardware Co.


37


37


37


Shawmut Chemical Co.


15 00


15 00


15 00


H. S. Macomber & Co., oil


336 68


336 68


336 68


Gulf Refining Co., oil


480 30


480 30


480 30


Frank L. Holt


953 00


953 00


953 00


Arco Rubber Co.


34 88


34 88


34 88


Fire Department


149 10


149 10


149 10


Andover National Bank


5 00


5 00


5 00


Smart & Flagg


20 00


20 00


20 00


Philip Hardy, stock and labor


3 31


98 37


85 74


3188 60


3376 02


3376 02


Myerscough & Buchan


28 10


35 33


63 43


63 43


H. J. Stanchfield, oils


17 00


17 00


17 00


John Davey


2 50


2 50


2 50


Samuel Dimlick


.


6 15


6 15


6 15


.


.


1


!


44


1 20


1 43


Poor & Riley


44


.


.


7 80


D. Donovan & Son


66 62


66 62


66 62


John Franklin (Engineer A. V. S.


126 50


1117 34


1243 84


1243 84


Cenedella & Co., contract


10823 00


10823 00


10823 00


Barnett Rogers, deeds


1 50


1 50


1 50


Fred Smith, teaming


50 40


50 40


50 40


370 63


421 83


421 83


Puritan Iron Works


96 75


96 75


96 75


28 75


52 63


81 38


81 38


211 11


681 87


892 98


892 98


M. O'Mahoney Est., pipe


29 75


29 75


29 75


James J. Abbott, land damage


213 75


213 75


213 75


John Hickey, land damage


5 30


5 30


5 30


Cross Coal Co.


*400 00


$12170 22


$8825 73 $20895 95


$1794 70


$2454 67 $2195 39 $23566 12 $30010 88


$51006 83


*Transfer from Miscellaneous


$30010 88


J. F. Cole


7 80


1 80


John Collins, stone


51 20


Frank E. Dodge, cement


Portland Stoneware Co., pipe


.


RECEIPTS


BILLS


Mainte- nance


Service Pipe


Pipe Distri- bution


Totals


Various parties, service pipe and meters Various parties, repairs and labor


$171 62


$1234 34 166 20


10 99


$1234 34 348 81


Totals


$171 62 $1400 54


$10 99 $1583 15


Water rates .


23496 87


$25080 87


Credits paid Town Treasurer . Water Rates Pipe Account


$23496 87 1583 15


$25080 02


$25080 02


Approved W. H. COLEMAN J. S. ROBERTSON NESBIT G. GLEASON


Auditors


SUMMARY COST OF CONSTRUCTION WATER DEPARTMENT


DESIGNATION


Summary Approved Bills


Credits


Net Cost for 1916


Total Cost of Construction


Office Fixtures


$ 561 75


Telemeters


1311 63


Telephones


184 77


Teams


583 65


Pipe Distribution


$5939 91 $


10 99


$5928 92


254405 02


Service Pipe .


2539 87


1400 54


1139 33


25093 99


Water and Land Drainage .


6687 23


Suction Pipe .


1309 46


Reservoirs


16985 82


Coal Shed


806 97


Grading Land


1739 12


Workshop


1271 88


Building Pumping Station


9610 14


Pumping Plants .


44401 83


Construction Expenses


9406 21


Tools


345 95


3 90 74


Maintenance


12170 22


171 62


345 95 11998 60


Totals


$20995 95 $1583 15


$19412 80


$377860 21


SUMMARY COST OF CONSTRUCTION SEWER DEPARTMENT


Sewer Mains in feet


$44105 10


Number of Filter-beds .


27


Number of Sludge-beds


3


Cost to Abutter .


$120862 78 127108 40


Cost to the Town


.


Totals Includes A. V. Sewer


.


$247971 18


COMPARATIVE STATISTICS


JANUARY 1, 1916


Year


Received from water rates


Net cost of Cost of maintenance pumping


by total mainte- nance


by cost of pumping


Received per million Gallons pumped pipes in gallons use


meters in use


No. of h'd'nts


Miles of main pipe


1889


Work commenced


$ 3106 38


2999 99


1776 21


24,911,445


309


80


163


20.50


1891


5349 32


3399 93


1806 93


52 85


27 97


82 81


64,595,597


462


122


165


21.50


1892


5977 41


3491 22


2185 83


40 77


25 53


68 42


85,618,190


542


171


174


22.37


1893


7647 95


3792 56


2408 2


36 42


23 13


73 46


104,123,285


601


204


178


23.50


1894


8378 44


4514 47


3354 04


38 31


28 47


71 27


117,847,305


654


237


178


23.53


1895


8434 15


4380 13


3151 33


37 :


26 87


71 81


117,354,950


706


278


180


24.00


1896


9052 31


4627 53


2557 61


37 47


20 71


78 79


123,476,542


752


326


184


24.12


1897


*8011 87


4336 58


2383 71


37 67


20 71


69 61


115,094,527


789


486


184


24.16


1898


7792 40


3662 43


2196 31


32 33


19 38


68 78


113,287,775


819


571


193


24.91


1899


9376 29


4471 04


2656 42


31 21


19 24


65 45


143,260,253


845


616


194


25.12


1900


10668 57


4915 23


3158 50


33 07


21 25


71 78


148,618,935


876


641


196


25.83


1901


*8941 83


7955 34


3430 35


45 44


19 59


51 00


175,062,920


897


670


196


25.84


1902


11805 21


5787 44


3035 47


40 59


25 63


100 01


118 031,451


934


701


205


29.69


1903


11563 79


7389 44


2922 36


55 52


21 96


133,085,521


958


722


219


30.17


1904


11818 53


6378 96


3004 34


44 25


20 84


81 98


144,164,563


981


757


221


30.49


1905


12409 79


7228 82


3426 98


44 03


20 87


75 60


164,150,879


1013


791


223


30.95


1906


13516 47


8121 39


3054 09


45 39


17 29


76 48


176,717,579


1036


813


224


31.03


1907


17267 86


8112 47


4825


63


33 34


19 94


75 48


242,025,757


1060


848


227


31.35


1908


14908 89


7419 65


3750 29


39 52


19 97


79 41


187,750,372


1101


884


257


35.22


1909


16407 21


7499 95


3967 72


36 96


19 55


81 16


202,885,685


1147


926


273


38.07


1910


17613 66


8378 32


4234 61


36 50


18 50


76 93


228,939,882


1187


977


290


40.81


1911


18515 99


7974 79


3584 62


39 21


17 62


91 03


203,401,371


1245


1023


321


44.34


1912


19687 47


8117 57


3583 45


39 58


17 48


95 99


205,097,460


1304


1081


344


46.99


1913


22739 88


8412 89


4471 18


36 84


19 58


96 58


228,344,927


1353


1146


351


47.70


1914


19614 00


10306 80


4434 65


43 86


18 86


83 47


234,973,550


1405


1195


364


49.64


1915


22451 01


9982 98


4464 45


42 49


18 55


93 32


+240,599,178


1465


1262


369


50.08


1916


23496 87


11998 60


4842 20


46 67


21 91


94 02


1220'945,880


1492


1290


377


51.19


*Regulations and rates changed.


¡No allowance for slipage.


¿Chestnut St. 8 in. main, $1,684.26


. . . . .


. .


6 months


46


16


1890


Cost per million gal'ns


No. of service


86 89


HIGHWAYS AND PARKS


To the Board of Public Works.


GENTLEMEN :- I herewith submit the fourth annual report of the Highway Department, for the year ending December 31, 1916.


One of the first things we had to do this year was to handle the snow question, which was more than usual. The amount generally appropriated has been $1500, but this year we had to spend handling snow, sanding sidewalks and cleaning ice from gutters, $4000. This was taken from our highway department appropriation of $28,000, when generally it has been a special one. We were fortunate in having $2500 transferred from the Lowell Street amount, which helped out, but still the depart- ment was out on account of the snow (See detail of expenditure report).


As soon as possible ashes were started from the Pacific Mills; on Holt Street these were started at Salem Street and taken to Orchard Street, a distance of about 6000 feet or one and one- eighth (1 1-8) miles long; this work after being leveled was well rolled and left until summer, when one-half of it was covered with a blanket of Tarvia B, which has made a good road for this section. The cost of this work all complete was $910.20.


Ashes were also put on Avon Street, filling in holes and rolling ; sidewalks were fixed with dust and a few repairs done during 1916; cost on this street $219.54.


Ashes were also put on River Road, from Fish Brook to the residence of John Maddox, and were put on pretty heavy, as this place was very muddy in the spring and fall; this work cost $679.70.


Patching and blanketing streets is always the first work done, cleaning catchbasins, gutters, and oiling streets. Then a few small repairs are made; this work done, we started new work on Brook Street the last of June. This work amounted to 1450 feet of curbing, 2088 yards of Tarvia road, new catchbasin,


29


changing wall, etc., at a cost of $2671.39 or about 85 cents per square yard for road work, balance on curbing. This street completed, Central Street was started at Essex Street and carried a distance of 2800 feet or about 6000 square yards of Tarvia road; this was blanketed one coat and with catchbasins, curbing corners, labor, material, cost $5270.71, or about 87 cents per square yard. This was started July 10th, and finished August 10th. Chestnut Street was next started on August 11th, and finished August 19th, and this, with three grates and catch- basins, 100 feet of curbing, labor and material, cost $1258.40 for 1615 square yards or about 78 cents per square yard. School Street was next started on August 21st, and completed September 22nd; this street was started about 200 feet from Main Street and carried to Central Street. All corners not curbed were curbed and six catchbasins were built with outlet to a main pipe line, which was carried to the brook at the foot of School Street; this main pipe line was started at Morton Street and the cost of drain-pipe, labor, etc., was $1180.92. This amount added to street cost made the whole job cost $6093.82 for 5989 square yards of road, or about $1.02 per square yard, including all work, or about 82 cents per square yard for road work. We then moved to Lowell Street about October 2nd, where we started at Station 2800 under direction of Mr. W. T. Laffey, inspector of the Massachusetts Highway Association, and continued to Station 5300 during the work. On account of the rain and holidays five days were lost, work being completed on December 9th, with the exception of the fence which is now completed. This work cost this year $6885.31, the county, State and town being divided in thirds. I hope next year this work may be made larger, so this may be completed as soon as possible. There have been many small repairs made, too many to mention. This covers all the new work with the exception of some few hundred feet of gravel road which were done.


OILING STREETS


During the summer there was spent oiling streets, outside of blanketing with Tarvia, which was charged to Maintenance, $1840.65, and $1853.23 was collected by Tax Collector and turned over to us with our highway appropriation.


30


SIDEWALKS


New walks were built on Main Street from School to Phillips, Central, Brook and Summer Streets, and a few small jobs. Resurfacing was done on Central Street, Barnard and Essex Streets. For this work, you should have more money, as $1500 is not nearly enough to make the necessary walks needed and repair walks already in. More walks should be built as a great many of the streets are mud in the fall and early spring.


BALLARDVALE


Work done by Mr. John Haggerty in Ballardvale District during 1916 consisted of draging all the streets throughout the center, also scraping off all roads leading to Ballardvale; repairing sidewalks, curbing on Center Street, repairs on Andover Street, Chester Street, cleaning gutters, catchbasins, and repairing with gravel wherever necessary; also snowplough work and sanding. This section is in very good repair, and during the coming year more curbing should be put in and sidewalks repaired, especially on the Hill. During the past year there was spent in this section under the supervision of Mr. Haggerty $2008.64, covering all work done by him and Fire Department horses.


PARK DEPARTMENT


Nothing but the building of a wall in the park, and the addition of the Boulders to the Park System has been done during the past year. The Boulders were not turned over to me for care until very late, so they were not kept in first-class shape, but during 1917 it will be looked after every week by the Park employee.


Appropriation of Park Department for 1916 Bills and payrolls


$1500 00 1481 76


Balance 18 24


31


HIGHWAY EXPENDITURES, 1916


NAMES


Mainte- nance


Con- struction


Snow


- Drains


Side- walks


Lowell Street


Total


Payrolls, labor and teams


$ 6373 33 $ 4699 36 $3694 93 $ 806 41 $


48 19 $3089 24 $18711 46


Boston and Maine


129 61


2062 02


39 61


14 22


708 79


2954 25


Morrison & O'Connell


20 10


49 85


69 95


T. F. Morrissey .


10 93


20 92


31 85


Thomas Peters, sand


14 40


14 40


Dyar Supply Co.


14 53


195 00


209 53


Samuel Ramsden, gravel


20 00


20 00


432 44


432 44


Puritan Iron Works .


126 00


21 00


147 00


New England Metal Culvert Co., pipe


670 98


670 98


Clinton Foundry Co.


34 00


34 00


Smith & Manning


30 00


30 00


Cenedella & Co., pipe


219 12


219 12


Philip Hardy, stock and labor


192 80


20 00


221 51


Smith & Dove


45


15 15


26 55


John Collins, stone


127 83


17 07


144 90


Winchester Rock Co.


15 88


494 05


611 48


W. F. Duffee & Co.


1066 30


1066 3


E. W. Pitman Co.


134 50


134 50


Barrett Mfg. Co., tarvia


920 44


7205 31


Walter I. Morse, supplies and tools


16 10


101 43


W. A. Trow, sand


7 05


7 05


Highway Department, roller and team


296 80


296 80


Mrs. N. F. Flint, gravel


50 10


70 5


New England Tel. and Tel. Co.


11 20


67 10


T. A. Holt Co.


1 45


10 80


1 80


14 07


James May


50 00


35 00


85 00


W. J. Doherty


1 78


265 00 266 78


Cross Coal Co.


121 88


30 75


152 63


Andover Coal Co.


56 76


56 76


Myerscough & Buchan


113 18


128 88


30 75


267 23


Bride Grimes & Co.


1 61


1 61


Essex Trap Rock Co.


190 70


3186 68


833 92


4211 30


John Franklin


.


160 25


160 25


-


.


20 25


24 87


21 13


2418 44


3866 43


39 41


45 92


101 55


8 71


10 95


Portland Stoneware Co., pipe


.


Buffalo Steam Roller Co.


4 15


87 85


H. E. Fletcher & Son, curbing


823 00


D. W. Pingree & Co.


28 95


Treat Hardware Co.


1 47


Tyer Rubber Co.


4 20


1 50


70


J. H. Campion


132 85


39


133 24


Est. Peter D. Smith, gravel


19 65


19 65


Miss Evelyn Hardy, gravel


4 80


4 80


P. F. McDonald, iron horses


30 00


30 00


Andove Press, printing


40 00


60


: 50


Anderson & Bowman


62 14


27 05


89 19


Independent Coal Tar Co.


180 00


180 00


Hardy & Cole


68 27


68 27


Standard Oil Co., kerosene


56 07


56 07


Marland Mills


5 00


5 00


George Brown


11 50


11 50


American Express


1 39


1 39


Jane Devlin, gravel


3 40


40


Crowley & Co., powders


1 00


1 00


Dr. A. W. Baker


4 00


4 00


B. F. Smith, sand


21 0


2 00


Grey & Kendall


11 5


11 51


A. M. Colby


18 30


18 30


Frank H. Hardy, brushes


27 00


27 00


Pacific Mills, ashes


1454 15


1454 15


Burnham Motor C'o.


3 90


3 90


Lawrence Gas Co.


5 40


5 40


Hood Farm, ashes and labor


155 60


155 60


Ira Buxton


45


3 45


George Hussey


2 55


2 55


Emerson Mfg. Co.


5 83


83


Goo | Roads Machine Co.


8 50


8 50


County Commissioners


3 00


3 00


Scott Shattuck, hay


35 24


35 24


Harry Eames, hay


106 80


1 106 80


.


40 60


Curry Bros., supplies


4 50


94 00 823 00 28 95 1 47


Names


Main- tenance


Con- struction


Snow


Drains


Side- walks


Lowell Street


Total


Poor & Riley


95


6 95


Nathan Shattuck


5 05


5 05


H. J. Stanchfield


3 40


3 40


J. E. Pitman .


17 25


17 25


Shawmut Chemical Co.


15 00


15 00


Clinton Wire Cloth Co., screen


5 10


5 10


Family Shoe Store


4 50


4 50


Est. Jonathan Swift, damages


142 50


142 50


John Baker, Jr., oil


1840 65


1840 65


Frank E. Dodge .


6 80


6 80


Headley Good Roads Co.


23 47


23 47


P. J. Daly, grain


44 70


44 70


C. Madeleine Hewes, sand


31 50


31 50


J. W. Richardson (bridges)


348 62


349 62


Buchan & McNally (bridges)


20 52


20 25


John McCarthy & Son, labor


134 52


134 52


.


.


.


$14531 61 $15548 79 $3995 10 $2551 36 $1311 31 $6885 31 $44823 48


FINANCIAL STATEMENT


Appropriation, March 6, 1916


Highway Department


$28300 00


Railway Franchise Tax


1420 46 2174 30


Railway Excise Tax


Sprinkling


1853 23


Massachusetts Highway Commission


2266 66


County


2295 04


Special Lowell Street


2323 60


Credits (various accounts)


1695 37


Lowell Street transfer


2500 00


$44828 67.


Expenditures


Maintenance


$14531 61


Construction


15548 79


Lowell Street


6885 31.


Snow


3995 10


Drain


2551 36


Sidewalks


1311 31


$44823 48


Balance


5 19


$44828 67 $44828 67


MAIN STREET


Appropriation


Main Street Sidewalk Curbing


$2000 00


Credits from M. J. Curran


2883 80


$4883 80


Expenditures


On Sidewalks, W. F. Duffee & Co.


$2883 80


On Curbing, W. F. Duffee & Co.


1482 75


Balance on appropriation


517 25


$4883 80 $4883 80 FRANK L. COLE Superintendent


35


. . .


REPORT OF TOWN BUILDING LAWS COMMITTEE


BUILDING LAWS


TITLE


SECTION 1. This By-Law shall be known and cited as the Building Law.


INSPECTOR OF BUILDINGS


SECTION 2. The Board of Selectmen shall, within thirty days after the adoption of this By-Law and thereafter annually in April, appoint an Inspector of Buildings, who shall hold office for the term of one year or until such time as his successor is appointed.


His compensation shall be regulated by the Selectmen unless determined by a vote of the town at the annual March meeting preceding his appointment.


He shall not be interested in any contract or in the furnishing of materials for any building.


The Board of Selectmen shall have power to discharge the Inspector for failure to perform his duties, and to fill any vacancy in the office.


SECTION 3. The Inspector of Buildings may, so far as is necessary for the performance of his duties, enter any building or premises within the town at any reasonable hour.


SECTION 4. He shall keep a record of all business of the depart- ment, which record and all other books and papers relating to the transactions of the department shall be open at all times to the in- spection of the Selectmen, and he shall submit to them a yearly report on such business and such other reports as they may require.


BUILDINGS AFFECTED


SECTION 5. No building shall be constructed or altered except in conformity with the provisions of this by-law, but nothing in this by-law shall be construed to apply to :-


(a) Bridges, quays, wharves or buildings or land owned or occupied by the United States or the Commonwealth.


(b) Small wooden buildings not to be used for habitable purposes, and not more than eight feet in length or breadth and seven feet in height.


APPLICATION


SECTION 6. A person intending to erect or make alterations in such building, or his duly authorized agent shall, seven days at least before he proceeds to build or erect the same, or lay the foundation thereof, or to make the said alterations, or to do any act for carrying into execution his intention to do such things, file with the Inspector of Buildings on blank forms furnished by the said official, a notice in writing of his intention, with plans and specifica- tions, or a full written description of the structure to be erected, in such form as may be approved by the Inspector. The Inspector may also require, in his discretion, a survey of a lot on which any proposed


2


building is to be erected to be filed with the application. Every application shall state the name and address of the owner. Dupli- cates of all plans and specifications or written descriptions, when approved by the Inspector, shall be kept at the building during the progress of the work, and shall be open to his inspection.


GRANTING OF PERMITS


SECTION 7. The Inspector shall not give a permit for the erection or alteration of any building until he shall have carefully inspected the plans, specifications and premises, and ascertained that the building as proposed will conform to this by-law. He shall grant permits for such erection, or alteration, when the plans and detailed descriptions are in conformity with this by-law and the laws of the Common- wealth. It shall be his duty to approve or reject any plans or descrip- tions filed with him, within ten days. No work shall be commenced until a permit is issued. He shall, as often as practicable, inspect all buildings in the course of construction or alteration, and shall make a record of all violations of these by-laws, with the name of the owner, occupant, architect and master-mechanic, and of any other matters pertinent thereto. If the Inspector finds that the terms of a permit are being violated, he may, after written notice to the person to whom the permit was issued, order the whole or any part of the work, which is being done under the permit, to be stopped, and such work shall not be resumed until the terms of the permit have been complied with.


Any permit or approval which may be issued by the Inspector of Buildings, but under which no work has been done above the founda- tion walls within one year from the time of the issuance of the permit or approval, shall expire by limitation. Said Inspector shall have power to revoke or cancel any permit or approval in case of any failure or neglect to comply with any provision of this by-law, or in case any false statement or representation is made in any specifica- tions, plans or statements submitted or filed for such permit or approval. No building hereafter constructed or altered shall be occupied unless it conforms in its construction to the regulations of this by-law nor until the Inspector of Buildings has issued his certi- ficate to that effect. The Inspector of Buildings shall not issue such certificate until the Board of Health has certified to him that the building conforms to all the requirements of its plumbing regulations. The Inspector of Buildings shall issue or refuse in writing to issue his certificate within fifteen days after written application therefor.


UNSAFE BUILDINGS


SECTION 8. The Inspector of Buildings shall examine every building or other structure which he has reason to believe unsafe or dangerous, and if he finds it unsafe or dangerous he shall, in writing, notify the- owner, agent or any person having an interest therein, to remove it or make it safe and secure, and such person shall thereupon immedi- ately remove it or make it safe, in such manner as the Inspector of. Buildings shall approve.


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APPEAL


SECTION 9. In case the owner of any building or other structure, or an applicant for a permit to erect or alter a building or other structure, is aggrieved by any order or decision of the Inspector of Buildings, he may file with the Inspector an objection in writing, and thereupon the matter shall be referred to the Selectmen who, within one week from said reference, shall hear the parties, and after taking such expert opinion as may seem to the Selectmen to be necessary, give their decision. In case the decision of the Inspector of Buildings be affirmed, the expense of such expert opinion taken by the Selectmen shall be paid to the town by the owner or applicant on demand, otherwise such expense shall be borne by the town.


DEFINITIONS


SECTION 10. Adjoining Owners. The owner or one of the owners of the premises adjoining those under construction.


Alteration. Any changes in or addition to a building.


Areas. Open spaces adjacent to buildings or the building line for lighting or ventilation.


Attic. (See Half Story).


Basement. A lower story partly underground but which, in the average, is at least one half above the average level of the adjoining ground. But in a building which is not used for human habitation such lower story may be deemed a first story, if the upper part of its floor is not below the level of an adjoining street, way, place, or suit- able sized open area of vacant land and has proper means of ventila- tion and exit. All to the satisfaction of the Building Inspector.


Bearing Wall. Any wall which carries any load other than its own weight.


Builder. A person employed to build or to execute work on a building or where no person is so employed, the owner of the building.


Building, Wooden. A building of which the external wall is constructed wholly or partly of wood. Wood frames covered with metal shall be deemed to be wood construction.


Chimney. Any permanent or fixed flues or passages built into any building for conveying away products of combustion from furnaces, stoves, boilers, ranges, or fireplaces.


Corner Lot. A lot situated at the intersection of two or more streets or at the junction of two streets or where a street changes its direction provided the interior angle does not exceed 120 degrees.


Any portion of a corner lot distant more than seventy feet from either street line shall be treated as an interior lot.


Courts. An open, unoccupied space other than a yard on the same lot with a dwelling. If it does not extend to the street or front or rear yard it is an inner court. If it does so extend it is an outer court.


Thickness of a Wall. The minimum thickness of such wall.


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Curb Level. The level of an established curb in the front of the building at the center of the front. Where no curb has been estab- lished, the town shall establish such curb level or its equivalent for the purposes of this by-law.


Curtain Wall. A wall built between piers or iron, or steel columns and which is not a bearing wall.


Dwelling-house. Any house or building or portion thereof which is occupied in whole or in part as the home, residence or sleeping-place of one or more human beings, either permanently or transiently.


Prirate Dwelling-house. A house in which not more than two families dwell independently and in which no part is used for business purposes.


External Wall. Every outer wall or vertical enclosure of a building other than a party wall.


Flat Roof. A roof that pitches not more than four inches to the foot.


Footing. That part of any masonry foundations resting directly on the ground.


Foundation. That portion of a wall below the level of the street curb, or where the wall is not on a street below the level of the highest ground next to the wall, and shall include all piers below the curb level or below the floor of the first story.




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