HomeMy WebLinkAboutMiscellaneous - 131 PHEASANT BROOK ROAD 4/30/2018 131 PHEASANT BROOK ROAD
210/106.B-0226-0000.0
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No. � - Date $ "''�7—fig
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i Of,,<„ • o , TOWN OF NORTH ANDOVER
p " r Certificate of Occupancy $ -ro
Building/Frame Permit Fee $
Foundation Permit Fee $
Other Permit Fee $
Sewer Connection Fee $
-06
water Connection Fee $
TOTAL $
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F'EKM IT NO.
( APPLICATION FOR F'EIZIVII"t 1'O BUILD********Nv'I FH' ANI)OVEIZ, MA
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111111 DE-R'S NAME �L_
DISI ANCE 10 NEAREST BUILDING DIMENSIONS OF Sit S y K
DIMENSIONS CAI'(7dlS
DIS I'ANCE I NOM S'fRFE'I" 3 `
DISI ANCE FRO1,11.01'LINES-SIDES d! REAR / (o/'Q DINIENSI(NJS OF GIRDERS x �
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FRI*AGE I IEI('il IF OF FIAJNDAII(N•i f THICKNESS
AREA OF LOT (N 9( u.
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ISB1111.DIN(iNEW �C
IS131111.DINGADi)ITI(NI MATERIAL OFCIMONEY LA
IS B(11LDFNG ALTERATIONIS BUILDING(NJ SOI ID OR FII LED LAND C O
BUILUINGCONFCNIMTOREQIJIREMENI"S OF CODE ISdUiI.DINGC(N4NEClEDIOTOWNWAfER Z� i
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,�HsIU(,'rtoNS 1 PROPE121Y INFORNIAIION
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PAGE I FILL"IrSEC-TIONS 1-3 EST. BLIXi.COSI I'LRSQ. FF.ES 1. BLIX1. COSI PERKtXh1
ELFCIKIC METERS MUST BE ON(NITSIDE OF d1111.DING
SEPTIC FERMI I NO.
AFI ACHEDGARAGESMUSTC(NJFC)tM"rOSTATEFIRE REG(II.AIlONS 4. APPROVED BY:
BUILDING INSPE(A'011
PLANS MUST BE FII-ED AND APPROVED BY BUILDING INSPECTOR
OWNERS WIN �7? Cj ,(i J �r✓Cl��
I DAIEFit ED
CON"IRAY0
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191
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NORT
Town of4 over
o - m
No. 3 0006jol 19 q►
* Z _ ^ dover, Mass.,
O s LAKE A
COCHICHEWICK
�AATE0
(G BOARD OF HEALTH
Food/Kitchen
PERMIT T
Septic System
��]] BUILDING INSPECTOR
THISCERTIFIES THAT......`.�,.•..�:..Tr...........Cd R-e-,..................................................................................................... Foundation
l .t
has permission to erect... �Vl..�..... d!!1M1'e.. buildings on ....L3...I........ .!l.e � !4J•... V d �` Rough
t�be occupied as....... 14
Chimney
...... . .l. .......... c�u . .. . ............................................. .......................................................
provided that the person accepting this permit shall in ery respect conform to the terms of the application on file in Final
this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of
Buildings in the Town of North Andover. PLUMBING INSPECTOR
VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough
Final
PERMIT EXPIRES IN 6 MONTHS
ELECTRICAL INSPECTOR
UNLESS CONSTRUCTION ST TS Rough
Service
BUIL ING INSPECTOR Final
Occupancy Permit Required Occupy Building GAS INSPECTOR
Rough
Display in a Conspicuous Place on the Premises — Do Not Remove Final
No Lathing or Dry Wall To Be Done FIRE DEPARTMENT
Until Inspected and Approved by the Building Inspector. Burner
f
Street No.
`�v 7� Smoke Det.
FORM U - LOT RELEASE FORM
INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from
Boards and Departments having jurisdiction have been obtained. This does not relieve
the applicant and/or landowner from compliance with any applicable or requirements.
*********** ********** **��**�
APPLICANT FILLS OUT THIS SECTION
APPLICANT PHONE
LOCATION: Assessor's Map Number 1060 PARCEL
� e S
SUBDIVISION �V� ���Q ' �PrT� LOT tSl
-STREET PiP�Se'" DI`*^�I�` ST. NUMBER
************"""""OFFICIAL USE ONLY*******************
RECOMMENDATIONS OF TOWN AGENTS:
T, ( 01J�91 - , , -
SERVATION ADMIPJIVRATOR DATE APPROVED
DATE REJECTED
COMMENTSE
` 't F
COWL
T WN PLANNER DATE APPROVED ,
DATE REJECTED
COMMENTS ,.
FOOD INSPECTOR-HEALTH DATE APPROVED
DATE REJECTED 1
r
SEPTI:INSPECTOR-HEALTH DATE APPROVED /(3 9
DATE REJECTED
COMMENTS
'PUBLIC WORKS -SEWERIWATER CONNECTIONS ��.
DRIVEWAY PERMIT
FIRE DEPARTMENT rLS, f l (x9: 014 .s,- ,c�,yt` &P rkYY I .0i
vb�- gijo' -•� g
RECEIVED 13Y ILDING INSPECTOR DATE
MAScheck COMPLIANCE REPORT
Massachusetts Energy Code Permit #
MAScheck Software Version 2 . 0
Checked by/Date
CITY: Lawrence
STATE: Massachusetts
HDD: 6235
CONSTRUCTION TYPE: 1 or 2 family, detached
HEATING SYSTEM TYPE : Other (Non-Electric Resistance)
DATE : 8-24-1998
DATE OF PLANS : 8-17-98
TITLE : Classic House Plan #1056-11895
PROJECT INFORMATION:
28 x 40 Colonial
3 , 052 sq. ft .
COMPANY INFORMATION:
R.L. I . Incorporated
475 Boston Rd.
Billerica, MA 01821
978-663-6006
COMPLIANCE: PASSES
Required UA = 589
Your Home = 556
Area or Insul Sheath Glazing/Door
Perimeter R-Value R-Value U-Value UA
-------------------------------------------------------------------------------
CEILINGS 1526 30 . 0 0 . 0 54
WALLS : Wood Frame, 16" O.C. 2923 13 . 0 0 . 0 241
GLAZING: Windows or Doors 342 0 .370 127
GLAZING: Windows oz' Doors 12 0 . 350 4
GLAZING: Windows or Doors 40 0 .330 13
GLAZING: Windows or Doors 40 0 .360 14
GLAZING: Windows or Doors 30 0 . 330 10
GLAZING: Windows or Doors 14 0 . 560 8
DOORS 37 0 . 350 13
FLOORS : Over Unconditioned Space 1526 19 . 0 72
HVAC EFFICIENCY: Furnace, 85 . 0 AFUE
-------------------------------------------------------------------------------
COMPLIANCE STATEMENT: The proposed building design represented in these
documents is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building
has been designed to meet the requirements of the Massachusetts Energy Code .
The heating load for this building, and the cooling load if appropriate
has been determined using the applicable Standard Design Conditions found
in the Code . The HVAC equipment selected to heat or cool the building
shall be no greater than 1250 of the design load as specified in
sections 780CMR 1310 and J4 .4 .
s
Bui-lder/Designer Date
MAScheck INSPECTION CHECKLIST
Massachusetts Energy Code
MAScheck Software Version 2 . 0
Classic House Plan #1056-11895
DATE: 8-24-1998
Bldg.
Dept .
Use
CEILINGS :
[ ] 1 . R-30
Comments/Location
WALLS :
[ ] 1 . Wood Frame, 16" O.C. , R-13
Comments/Location
WINDOWS AND GLASS DOORS :
[ ] 1 . U-value : 0 .37
For windows without labeled U-values, describe features :
# Panes Frame Type Thal Break? [ ] Yes [ ] No
Comments/Location (�4 �a�gbtU �/aNN+c,��'fZn
[ ] 2 . U-value : 0 . 35
For windows without labeled U-values, describe features :
# Panes Frame Type The l Break? [ ] Yes [ J No
Comments/Location (rc
__[ ] 3 . U-value: 0 .33
For windows without labeled U-values, describe features :
# Panes Frame h�ype Thermal Break? [ ] Yes [ ] No
Comments/Location U' �,i 314" 14'0'tJf'h4
r[ ] 4 . U-value : 0 . 36
For windows without labeled U-values, describe features :
# Panes Frameype The al Break? [ ] Yes [ ] No
Comments/Location JIGq _ 3 04
[ ] 5 . U-value: 0 . 33
For windows without labeled U-values, describe features :
# Panes Frame AType Thermal Break? [ ] Yes [ ] No
Comments/Location k.25' i') 1,� 1�
[ ] 6 . U-value : 0 . 56
For windows without labeled U-values, describe features :
# Panes Frame Type Thermal Break? [ ] Yes [ J No
Comments/Location Iyi- .l%'
DOORS :
[ ] 1 . U-value: 0 . 35
Comments/Location
FLOORS :
[ ] 1 .- Over Unconditioned Space, R-19
Comments/Location
HVAC EQUIPMENT EFFICIENCY
[ ] .1 . Furnace, 85 . 0 AFUE or higher
Make and Model Number
THERMOSTATS :
[ 1 Adjustable thermostats required for each HVAC system.
AIR LEAKAGE:
[ ] Joints, penetrations, and all other such openings in the building
envelope that are sources of air leakage must be sealed. Recessed
lights must be type IC rated and installed with no penetrations
or installed inside an appropriate air-tight assembly with a 0 . 5"
clearance from combustible materials and 3" clearance from insulation.
VAPOR RETARDER:
[ ] Required on the warm-in-winter side of all non-vented framed
ceilings, walls, and floors .
MATERIALS IDENTIFICATION:
[ ] Materials and equipment must be identified so that compliance can
be determined. Manufacturer manuals for all installed heating
and cooling equipment and service water heating equipment must' be
provided. Insulation R-values, glazing U-values, and heating
equipment efficiency must be clearly marked on the building plans
or specifications .
DUCT INSULATION:
[ ] Ducts in unconditioned spaces must be insulated to R-5 .
Ducts outside the building must be insulated to R-8 . 0 .
DUCT CONSTRUCTION:
[ ] All ducts must be sealed with mastic and fibrous backing tape.
Pressure-sensitive tape may be used for fibrous ducts . The HVAC
system must provide a means for balancing air and water systems .
TEMPERATURE CONTROLS :
[ ] Thermostats are required for each separate HVAC system. A manual
or automatic means to partially restrict or shut off the heating
and/or cooling input to each zone or floor shall be provided.
HVAC EQUIPMENT SIZING:
[ l Rated output capacity of the heating/cooling system is
not greater than 1250 of the design load as specified
in sections 780CMR 1310 and J4 .4 .
MISC REQUIREMENTS :
[ ] Refer to 780 CMR, Appendix J for requirements relating to swimming
pools, HVAC piping conveying fluids above 120 F or chilled fluids
below 55 F, and circulating hot water systems .
i
----NOTES TO FIELD (Building Department Use Only) -------------------------
Growth Management Bylaw Exemption Statement
Town of North Andover Building Department
This fort shall be used to assist the Building Department in their determination of exemptions under section 8.7.6 of the
Town of North Andover Growth Management Bylaw. The building applicant shall provide all of the necessary information
as requested below.
JName of Applicant on Building Permit(below) Address of Property for Permit(below)
LL T Co rte /J/ ( kt&5.t$ 'Drd a /� IQ
/ Map and Parcel : Purpose of Application (check below)
r / Phone Number of Applicant I _Single Family Two Family
l��✓// I the undersigned applicant for the above property attest that the attached building permit for which this
form is completed does comply with the EXEMPTION section 8.7.6 of the North Andover Growth
Management Bylaw. I also understand providing this form does not absolve me or any party to this permit
from the requirements of obtaining other permits required prior to the issuance of the Building Permit.
Further I understand that my interpretation of the EXEMPTION status is subject to review by the Building
Department and is only officially accepted when the Building Permit iq issued.
Based on section 8.7.6 of the North Andover Growth Bylaw the above lot and the work as applied for on the
above lot, in the building permit application and associated attachments, complies with one or more of the
following sections as indicated by a check mark.
{ This is an application for a building permit for the enlargement. restoration,or reconstruction of a dwelling in
existence as of the effective date of this by-law, provided that no additional residential unit is created.
ByThe lot(s)were/was created prior to May 6, 1996 are exempt from the provisions of this Section 8.7 of the Zoning
law.
This application is for dwelling units for low and/or moderate income families or individuals,where all of the
conditions of 8.7.6.care met and/or represents Dwelling units for senior residents,where occupancy of the units is
restricted to senior persons through a properly executed and recorded deed restriction running with the land. For
purposes of this Section"senior'shall mean persons over the age of 55.
This application is a part of a development project which voluntarily agreed to a minimum 40%permanent
reduction in density, (buildable lots),below the density, (buildable lots),permitted under zoning and feasible given the
environmental conditions of the tract,with the surplus land equal to at least ten buildable acres and permanently
designated as open space and/or farmland.The land to be preserved shall be protected from development by an
Agricultural Preservation Restriction,Conservation Restriction,dedication to the Town,or other similar mechanism
approved by the Planning Board that will ensure its protection.
This application represents a tract of land existing and not held by a Developer in common ownership with an
adjacent parcel on the effective date of this Section 8.7 shall receive a one-time exemption from the Planned Growth
Rate and Development Scheduling provisions for the purpose of constructing one single family dwelling unit on the
parcel.
V This application represents a lot which is ready for building permits,(i.e.all other permits from all other boards and
commissions have been received and the project is in compliance with those permits), and the Development Schedule
does not accommodate issuing a building permit in that Year,one building permit will be issued per Year per
Development until such time as the Development Schedule accommodates issuing building permits. Applicant must
supply approved form U with this EXEMPTION.
Please provide any and all information that would assist the Building Department in making a determination'
that your application is allowed one or more of the above EXEMPTIONS.
By signing below I attest to the accuracy of the information provided and that the attached building permit is
allowed an EXEMPTION as cited above. Further I understand that the submittal of misleading and or
inaccurate information, or the checking off of an above item which does not comply, whether done to my
knowledge or not, is grounds for refusal by the Building Department to issue a Building Permit. f
? 3,� qy
ignature o caner or Authonzed gent who signed the Attached Building Permit Date
This form must be attached to the Building Permit upon application for such permit.
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office e//arest/gaUens
600 Washington Street
Boston, Mass. 02111
Workers' Compensation Insurance Affidavit
name _ %C 1--T C Co
location: �i�.�— l3 e)
city e ; C phone# cl2F
I am a homeowner performing all work myself.
C] I am a sole proprietor and have no one working in any capacity
M1 am an employer providing workers' compensation for my employees working on this job.
comry t;atne.
a ✓1a''�
n p
address. �(:7„j,......n v sG•� R Gt
s.
citv. phone 1,
insu ance cm Ir J7^ 5, policy 0
C] I am a-sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have
the following workers'compensation polices:
comnanv namer
address . ..
u
city:
phone# '
insu*ance co: policy#
comnanv<name::
address.:
city:'" phone#•
tnsaraneeeo.
Failure to secure coverage as required under Section 25A of NIGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or
one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of 5100.00 a day against me. I understand that a
copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification.
I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct
Signature ��J/ – — Date _T�r�� A;
I� `moi' :
Pont name a �� � i^� r`s Phone# `G.-3 –16-0 v.6
i
official use only do not write in this area to be completed by city or town official
city or town: permit/license# rlBuilding Department
oLicensing Board
rl check if immediate response is required 0Selectmen's Office
Health Department
contact person: phone#; nOther
(revved 3/95 P1A)
i
RLJO ncorp orated
475 Boston Rd.
Billerica, MA 0182.1
978-663-6006
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28 x 40 Colonial
Family Room — 2 Car Garage Under Colonial
Drafting
4 Bedrooms — 2 1/2 Baths �
Services
Living sq. ft. =.- 3,052170 Main St, u��t #zo4
Tewksbury, MA 01876
#1056-11s95 (978) 851-7330
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E IN E R 'A L N 0 T E 5 _0
(oth Edition Massachusetts Butldlng Code 4
Notes and details apply as necessary to the house design ,
.NOTE = BUILDING CODE NOT safety Glazing=
I. All notes and details contained within these drawings are to be used Application Or Other Laws t 3603 , 20 , 4 , 2 ] Specific hazardous locations: The Following shall
as they would apply to the house being constructed, r r 13601 . 1 , 13 Application -of other law
be considered specific hazardous locations For the purposes of glazing..
'os Nothing herein contained shall 1, C�slazfn in an indNfdual faced-oro arable anal,other than in
2. When plans are used in conjunction with builders specifications and be deemed to nullify any provisions of the zoning bylaws or ordinance of g p p
p J p those locations described in 180 CMR 360320.42 Items 5, and 6.,
an discrepancy occurs the specifications will su ercede the drawings. any municipality in the Commonwealth of Massachusetts insofar as those
y p y p p g which meets all of the Following conditions:
provisions deal exclusivelg with those powers of regulating zoning
3, All substitutions are the responsibility of the Builder, granted by the provisions of M . G... L . c , 40A and 41. A. 5xposed area of an individual pane greater than nine square
Feet (0.84 mm 2).
4. All dimensions are to be Field verified by the Contractor and any Minimum Standards B, Exposed bottom edge less than 18 inches (460 mm)
adjustments made accordingly, above the Floor.
E 3601 , 2 , 11 Minimum standards: The purpose of 180 CMR 36 Is to
5. All work shall be completed in compliance with all applicable provide minimum standards For the protection of IiFe, limb, health,property, Curbs for vl;ylights
Building, Plumbing, Electrical codes, Any other local, state and/or environment and for the safety an welfare of the consumer,general public,
Federal codes that may appI to this project shall be considered and the owners and occupants of residential buildings t 3603 . 20 ,5 ,5 ] Curbs for Skylights All unit skylights Installed
as part of the construction dyocuments, regulated by 18 CMR 36, In a roof with a pitch Flatter than three units vertical In 12 units
6, All waste materials and debris shall be removed and disposed horizontal (25% slope) shall be mounted on a curb extending at least
scopefour Inches (102 mm) above the plane of the roof.
of properly. ,
1. Numbers set within t J reference that section of the 6th Edition of 13&01 , 2 , 2 1 Scope: 180 CMR 1, in its entirety, shall serve as the Drainage= -
the Massachusetts State Buildl Code, administrative requirements of 180 CMR 36. -
ng t 3604 . I , 3 1 Drainage=Surface drainage shall be diverted to a
8. These per re drawings were ares! uidelines set forth In the storm sewer conveyance or other point of collection or away from the
g prepared p 9 foundation system to avoid creating a hazard. Finished grades shall be
Mase, State Building Code Section C 36 1 for 1 d 2 family dwellings,
arranged to direct surface water away from all foundation wails, The
finished grade shall slope a minimum of 1/2" per foot for a distance of at
least sic feet from the face of all foundation walls.
O
� O
CV
101Otl
Chlmney Clearances Above 5ullding
Masonry Chimney Construction= Chimney Termination=
Chimneys to be constructed using Information, tables, charts and t 3610 . 2 . 5 1 Termination. Chimneys shall extend at least two
details shown in 180 CMR 3610 - CHIMNEYS, FIREPLACES AND SOLID feet (610 mm) higher than any portion of the building within ten feet
FUEL-FIRED APPLIANCES, (3048 mm), but shall not be less than three feet (914 mm) above the
point where the chimney passes through the roof.
FLOOR.-FLAN STANDARDS
Massachusetts 5uildine�t�, Edition Code
Means of �ress MAxfMUM ALLOWABLE SPANS FoR NE,4DER Garage / douse Separate
13603 . ID . I Mea�r�s of egress= Egress-from all dwelling units shall be C 3603 , 5 , 1 ] Opening Protection: Openings From a private garage
by means of two exit doors, remote as poseble from each other and SUPPORTING WOOD FRAME WALL5 directly into a room used For sleeping purposes shall not be permitted.
leading directly to grade. Such doors shall be provided at the normal Headers In Other openings between the garage and dwelling shall be equipped
level of entry/exit. In addition, all other floors within a dwelling unit Size Supporting One Story Two Stories Walls not with either solid wood doors.not less than 13/4 Inch (45 mm) in thickness
shall have at least one means by•whkh a continuous and unobstructed path of Roof Above . Above supporting
or 20-minute fire-rated door's. Self closing devices and fire resistive
to the exit doors,by means of stafrways, corridors, hallways or combinations Header Only
thereof, is provided. floors or roofs rated door frames are not required. All doors openings between the
Z - 2 X 4 4� garage and the dwelling shall be provided with a raised sill with
Exception= In split level and raised ranch style layouts, the two a minimum height of four inches,
separate exit doors required by 180 CMR 3603 . 10 . I are permitted 2 - 2 X 6 6� 4'
to be located on different levele. 2 - 2 X 8 S� 6� 10, Minimum G lazing urea=
Exit Doors
2 - 2X 10 10, S' 6� 12' 13603 , 6 . 4 . 21 Minimum glazing area: Every room or space intended
for human occupancy shall have an exterior glazing area of not less than
C 3603 , it , I I Exit doors. The minimum nominal width of at least one 2 - 2 X 12 12� �� 8� 16� a% of the floor area 1/2 of the required area of glazing shall be openable,
of the exit doors required by 180 CMR 3603.10.1 shall be 36 Inches [ TABLE 3606 . Z ,6 7
and the minimum nominal height shall be sbc feet el ht inches, All other
exit doors and doors leading to or From enclosed stairways, shall not 1. Nominal four-Inch thick single headers may be substituted for Smoke Detectors:
be less than 32 Inches In nominal width nor six feet eight Inches double members. [ 3603 . 16 . 10 1 Required smoke detector/heat detector locations:
in nominal height. 2. Spans are based on No, 2 Csrade Lumber with ten-Foot tributary Smoke detectors shall be Installed In the following locations:
Exception floor and roof loads. I, in the immediate vicinity of bedrooms.,
1, Existing buildings: New and replacement doors are permitted 2. In all bedrooms.
to be six feet six Inches in nominal height, Access to Crawl space
[ 3603 . S . 1 7 Access to p crawl spaces: Access shall be rovided 3• In each story of a dwelling unit, including basements and cellars,interior Doors to crawl spaces by an opening not less than 18 inches (451 mm) but not including crawl spaces and uninhabitable attics:
C 3603 . II , 2 ] Interior Doors All doors providing access to habitable by 24 Inches (610 mm). 4. In residential units of 1200 square Feet or more,automatic fire
detectors, in the Form of smoke detectors shall be provided
rooms shall have a minimum nominal width of 30 Inches and a minhnum
nominal height of Biot feet Biot Inches. AGGCsB t0 Attic. each 1200 square feet of area or part thereof.
Exception 5, Fixed temperature heat detectors shall be Installed In accordance
i. Doors providing access to bathrooms are permitted [ 3603 . 9 . 2 ] Access to attics� An opening not less than 22 inches with the requirements of 180 CMR 3603.16.4.
p g p by 30 Inches (559 mm by 162 mm) with ready access thereto shall be q
to be 28 Inches In nominal width, provided to any attic area having a clear height over 36' Inches (162 mm).
2. Existing Buildings: Doors providing access to bathrooms are Where doors or other openings are Installed In the draftstopping, Photo Electric Smoke Detectors=
permitted to be 24" In normal width, such doors shall be selF-closing and be of approved materials as [ 3603 , 16 . 11 ] Photo electric smoke detector requirements-
specified in this section, and the construction shall be tightly fitted Any smoke detector located within 20 feet of a kitchen or within 20 Feet
Minimum sleeping Room UJindow Opening around all pipes,ducts or other assemblies piercing the draftstopping, of a bathroom containing a tub or shower shall be a photo electric type
° [ 3603 . 10 . 4 . 13 Minimum size= All emergency escape windows from ventilation Required: of 180 CMR 3603 . 11 . 2.
smoke detector but shall satisfy the compatibility requirements
sleeping rooms shall have a net clear opening of 33 square feat. _ _
The minimum net clear opening shall be 20 inches by 24 inches [ 3603 . 6 . 2 ] Ventilation required: Every room or space Intended For
T either um etlon, human occupancy shall be provided with natural or mechanical ventilation.
Legend Cj - Smoke Detector
Exception Exception= Every bathroom and toilet room shall be equipped with a
Windows In sleeping rooms of existing dwellings which do not mechanical exhaust fan and associated ductwork with the fan exhausting,
• conform to the requirements of 180 CMR 310.2.1 may be as a minimum, at 50 arm IF operated Intermittently or 20 cfm IF continuously
replaced without conforming to 180 CMR 310.2.1 provided operated. Such bathroom exhaust shall vent directly to the outside
that the replacement windows do not significantly reduce the and no exhaust vent termination to attics or other interior portions
existing opening size, of the building are allowed,
NE
16113/411 22'10'/4'1 516" 111611 _
81011 8'134" 4'6��4'� 10I(63�411 �1gi�411 J1011 2161 519" 51611
219'/2„ 3,4V2„
5'10 9/16" X &'13/411 3'3�'�1° 3'5�2" Vent
5'10 1/2" X 6'1 3/4"
al oo
1
K Itchen
�« Actual cabinet layout O;O Fan r X p
may vary O:O Study = O
X 8reakfarst
2'4"
O
:� •- - Ln
N '
N
CII
21411 6,0„
2'011 3'6°
23/411 310" 3111�4u 3113{11 O O
-S -
1 0
O _ 28 =
N
�« 2'211 �' ? .fl - �•r
`� ' Post
p p m _
Ln
X o O �
`, O
N E M LIr Ing
D Ining �,� Ln
21811 311011 s
2'9l�" X 5'4�" 2V/2" X 514'2° .�
cn
m�
Foyer ° s
-� 2'91/2" X 541'2" 219/2" X 51411211 1,61 161 2'9'1" X 5'41/2"
2'91/2" 5'4 V2 O
3'O" `V
416" 610" 41011 216" 310" 310" 21611 41011 610" 416"
4'0" 8'O" 41011 146 11'0"
1610" 40'0"
First F- ioor
f
I. Window rough opening sizes are for Vetter Window units. 3/16" = I'O" 1 f5c26 S , f t, — Liv ing
2, All dimensions to be field verified and changes made accordingly, —1
Iio113/4 n 12'0" 5'bl/2u ��(�" 1493/4 n
13'13/411 3�On �i011 510" 21OAl 3'(011/2" 4611 3'0" 9,03/411 5.9..
2ig1/2n 3'41/
2u �91/2i X 4'4,/z„ 2'91'/2" 3'41/2"
vont Vent
• 2'91/2n X '41/2�� _ c 2'91'2" X 4'41/2" _
QD •� " O
`n -�, ath ® 'n ne ®n �n
11,
X =
Sed
C)
an 04
I Attfc access
N 'q- "t I Pulldown Stahu6y U �,
O
c" l
5'31/2 N loll2.6.. -U 2,6„
2'6"
o X Walk-in4'2,/23
" '6" 3'6" 'lo" °C loset Closet
C14M Bedroom closet -
2�6��
In _ CV
CJ Post
O5 n Post 5
O 3'6" '13/4" 516"
2'bn O
34" high (min)
Q; C1O Guardrail (typ) C)
1.Q `r z
2V/2�� X 4'4,/2�� 2"91/2u X 4'41/2u U Bedroom #2 Bedroom 03
open to
, Below I
�t
2"B'/2"
X 4'4/2'
2"3/211
i 9/2n X 4i 41'2u 2"3'/2" X 4'4/2" 2'S./2 X 4'4/2
O
n
5'5" >
Andersen window
41011 8'011 41011 41611 6'on 4.0.. 5.6.. 5.6.. 41011 6,0�� 4 (0 11
• 16'O" 14'(o 11'O" 14'6�� 31,
56'O" it
SP- niond Floor Plan
g opening 1t5216 sq. ft, - Living
I. Window rough o enln sizes are for Vetter Window unite, (IJ,N.U.)
2. All dimensions to be field veriffed and changes made accordingly.
• FOUNDATION STANDARDS
2x Bottom Plate
2x Band Joist
(oth Edition T E31dg . Code boo Insulation
a rr s Sr e
4 e 4 n General: Dampproofing: 2x Floor Joest
a �a o PA o
o C 3604 .3 . 1 7 General:All penrnarent supports of buildings and C 4604 .6 . 13 Concrete and masonry Foundation damprooring= I - 2x6 P.T.
l structures lamer than 120 square Feet In arta or ten Feet in height. . Except where requlrsd to be waterprooring by 180 CMR 3604.6.2, -a 1 - 2x6 K.D. SllI
4" shall extend to minimum of four feet(12 in)below finished grade except Foundation walls enclosing habitable or storage space shall be damp- w/Sill Sealer
min, when erected on solid or otherwise protected fron frost. -proofed From the top or the Footing to the Finished grade.Masonry walla
shall be dampproofed by applying not less than 3/8 inch (95 mm)portland Anchor Bolt
691 Anchorage: cement parging to the exterior of the wall.The parging shall be covwed Mudsill Anchorr
Straps
11 �+ C 3604 .3 .la 15.The sill late or Floor-e stem shall be anchored with a bituminous coating,three pounds per square yard (1.63 kg/m2)or Concrete Foundation .
Slab S{rG down 3/g" = 1'O" to the Foundation with V2-Mprh-dia+neter bolts placed ebe rest,an center acrylic modified cement,1/8-inch (3.2 mrJ coat or surface-bonding nortar tl 3/8' = ISO"
and not more than 12 Inches From comers or other approved anchors, complyinud with ASTM C 881 or any material pennkted For waterproofkrg
Bolt* shall extend a minimum or 15 Inches Into masonry or eight Inches In-180 CMR 3604.62.Concrete walls shall be dampprooFed by applying -
-� into concrete.Other approved anchors shall be Installed in accordance any one of the above listed dampproofing materials or any ons or the 2x Bottom Plate
�� with manuracturers specifications.Sill plates shall be protected waterproofing materials Meted in 180 CMR 3604.62 to the exterior of
4 -O 41-011 , against decay where required by 180 CMR 360322.6. the wall- 2x Frye Blocking
o ( optional )„ „ Slee ers and Sills= Insulation2x Floor Joist
o Mudatll Anchors "Simpson MA6 laced three rest six Inches(moxa
p p p
on center and not more than 12 inchae from comers.Mude(II Anchors s
- [ 3603 .22 .4 .3 ] Sleepers and slue on a concrete or ma&o lab
`O TF ' shall be Installed in accordance with manufacturers epeclr(catbne. which f& in direct contact with earth shall be or approved naturally Center Beam
Opening Protection-
durable or preservative-treated wood. Fastallen to Center Beam
8Column Cap Plate
" or 10' C 3603 .5 .1 ] Opening Protection,-Openings from a private garage Girder Ends' 17
directly Into a room used for slesping purposes shall not be permitted. Lally Column
Other openings between the garage and dwelling shall be equipped with 13603 22 . 4 .4 1 Girder ends:The ends of wood girders entering
either solid wood doors not lass than 13/4 Inch (45 mm) in thicknss* exterior masonry or concrete walls shall be provided with a 1/2-Inch
Step Footing 3/4" ■ i'O" or 20-minute fine-fated doors.Self closing devices and Fire resistive (B mm)air apace on top,sides and end,unless approved naturally Center Seam 3/8" = Ir0"
rated door frames are not required.All door openings between the durable or prteervative-treated wood Is used.
garage and the dwelling shall be provided with a raised sill with a minimum -e -
3'-(0" height or Four Inches. ' _- '
(max.) (max.) Fire Separation= CENTER CSR D 4 COLUMN SPACINGMEW
TRUS6
C 3603 ,5 ,2 ] Fire Separation: garage shall bet From
o �i o a 4 • o p the residence and its attic area by means or minimum 5/8 inch (16 nm) TRUSS a- Concrete
type X gypsum board applied to the garage side.Wherever the attic-
area
tticarea Is continuous between the garage and the dwelling a rftetop of TRUSS PSF-. -e -
Slmpson Mudsill 5/8 Inches (16 mm)type X gypsum board with a minimum or one coat30 Ke w
Anchors "MA6" '• compound and tape shall be used to Form a barrier to separate the y
garage and dwelling. 40P6F 4 PSF 4 FSF
See note "Sill Anchorage" I 3604 . 3 . la ] Floor SurFaee: Concrete Footing
Mudeil l Anchor [3603 .5 -3 ]Floor SurFace:Garage and carport floor surfaces One Story Two Story Three Story
shall be constructed of concrete or other approved noncombustible
Spacing Plan N.T.S, material.Slab on grade construction shall be In accordance with the COLUMN SPACINGS UNDER GIRDERS Walkout Fdn 1'0"
________________ provisions of 180 CMR 36055.The minimum Floor thickness shall be I Table 3405-6 7
6 -Or' I'-O" 3 V2 inches.The area or floor used for parking or automobiles or other
vehicles shall be sloped to facilitate drainage toward the main vehicle Girder size
(max.) (max.) entry/exit doorway. 3 - 2 x 12 W - 24 W - 26 W - 2a W - 32
Basements, Cellars and Crawl Spaces= = IDOO Basement : e
A q - n . 1-
3603.6 .8 .2] Basements, cellars and crawl spaces:All basements, one story 10'- r'39'-10" 9'-6" 8'-il" o window - -
D which are not used as habitable,occupiable space,and crawl spaces, , �� , �� , „ , „ iL Concrete - e
• e ° - other than crawl spaces used as an undarrloor plenum,shall be ventilated Two story 1 -8 1-4 1-1 6-8 Foundation
Anchors bolts or by opening& in exterior Foundation walls,by openable windows or by approved _
App'd Equivalent - -' nschanbai insane.Openings or opsnable windows shall be located as near Three story 6'-4' 6'-1' 5'-I1" 5 -0 0 - e
as practical to provide cross ventilation.The openings shall ba covered „ „ M Keyway
with corrosion resistant mesh not less than 1/4 Inch(6 mm)nor more then I/2 Column sizes - 4 N 4 or"3 I/2 diameter steel - e
See note "Sill Anchorage" 13604 . 3 . la ] Footing Size; 2-6 x 2-6 x I'-3"d
finch (13 mm) In any direction,or other approved screening which g
provides For equivalent ventilation except then when openable windows ere From: Table 13605 , 2 . 3 . 3b ] Concrete Footing e e Anchor 13 o l t used For basement or collar ventilation,standard window screens may be e e
Spacing Plan N.T.S. used as the corrosion resistant mesh. Concrete Fein 3/S" ■ I'O"
226" 8�9u 19'0" 3'9"
-------------------------------------------- ---- ---
F.- Q
------------------------- --- -----� '► ;' _
age Finish Foundation _ 1 o
1 10" Concrete Wall / 8'O" Pour 4" Concrete Slab
Q ood constructed walls and u 1 '
3 ; ng to have 5/8" type 'X' FIre 1-0 3,000 psi concrete ' 1
to 1 u 10 d . x 20 w, Contin. Ft �6 x 6-6/6 welded wire fabric
Wallboard installed p g' placed at mid-depth of the blab. 1 ,
Im . Pampproof exterior surface ' 1
O 314u} 593/4" . .. 661/z 1 i i �► �
i i s r- -I I I 1
93
Q O l l >C14 o
zI-
.7 LI 3 1/2 pia, Lally Columns _ 11
11 1 11
With 26 sq, x 10 dp, footing _w/2 - #5 rebar each way,bottom 1 -�l_l(8 req d) I Beam Pocket- 2 x 12 Center Seam (typ.) — Stze to suit beamERE
; '►
0
4" Concrete Slab _ Shim beam with steel ;
o I Slope I/8" per Foot shims or hard brick ;
---_--------- - ------------- --- - 4"(min) Step down Into Garage _
--------------------------------, '' ; 20 minute fire door (min.) ; Q
� ' t
L---------- -- -------------- ;------------------------------
----------------------------� ►.-�-----_----- --' ►' ;-------------------------
--- - O
1
-------------------------
16'O" 14'6° Ii'O"
56'O°
]O � - foundationPlan
Notes: I'0" 9000 sq. Ft. - Basement
I, * - Indicates lally columns 4 Footings that must remain when center beam
is changed to LVL or steel to minimize the number of lally columns. Uo�p sq, ft. — Garage
2. All dimensions to be field verified and changes made accordingly.
} ,
F RAM f S TANDA�._ • 9
Bnth �dition Massachuse' tts Code
Joist Under Bearing Partition Ftestopping: Notes:
C 3605 . 2 . 3 . 2 1 Joists under beiaring partitions: Joists under parallel [ 3606 . 2 . 1 1 Ffrestoppin FIrestopping shall be provided to cut off all 1, All structural materials shall be void of any defects that may ,
bearing partitions shall be doubled or a beam of adequate size to concealed draft openings (both vertkal and hortzontal) and to form an diminish their capacity to function in an adequate manner,
ed between stories and between a to story and the roof Structural Engineering or any other professional services that
the load shall be provided. Double joists which are separated effective fire barrier b ,
support p J p p � may be required shall be provided b others,
to permit the Installation of piping or vents shall be provided with solid space, Ftrestopping shall be provided In wood-frame construction In the y q p y
blocking spaced not more than four Feet (1219 mm) on center, following locations: 2. Use built-up 2 x 4 posts under all beams (4 minimum) -
I, in concealed spaces of stud walls and partitions, Including Furred spaces, 3, Double up Floor,joist under bearing partition walls above.
Rearing: at the ceiling and Floor level.
[ 3605 , 2 , 4 1 Bearing: The ends of all Joists, beams or girders 2, At all interconnections between concealed vertical and hortzontal spaces SPRUCE - PINE - FIR No. 2
shall have not less than I V2 Inches (38 mm) of bearing on wood or such as occur at soffits,drop ceilings, cove ceilings, etc_ Modulus of Elasticity "E" = 1,400,000
metal and not less than three Inches (16 mm) on masonry except where 3• In concealed spaces between stair stringers - -
supported on a one-Inch-by-four-inch (25 mm By 102 mm) ribbon strip at the top and bottom of the run. Fb 2 x 4 - 1 ,510 2 x 1 O - 1
scent stud or shall be supported b the use 4. At openings around vents, es, ducts,cht mneys and fireplaces at telling Z x 6 1 ,310 2 x 12 I ,006
ailed to thep�
and n
. � pp y2 x 8 - I , 210 [ TABLE 3605 , Z . 3 , ld 1
and floor level with noncombustible materials.
owed Joist hangers, ,
of a r
pp J 9
OVerl deflections• MAXIMUM ALLOWABLE SPANS FOR
p [ 3603 . I . 6 1 Deflections: The allowable deflections of any structural . JOISTS/RAFTERS
[ 3605 . 2 .4 . 1 ] oor systems: Joists that are framed from opposite member under the live load or snow load (loteci In 180 CMR 3603 A , 3 ,
side and extend over a bearing support shall be tied together by
Span:
the ends of each Joist a mtnlmum of three Inches (16 mm), or with 3603 , I , 14 and 3603.1.5 shell not exceed the values in Table 3603,1,6. Joist
a wood or metal splice plate, or shall be secured by overlapping the Floor
size
2 X 6 2x & 2 X ID 2 X 12
CleClows
Floor sheathinga at least three inches No mm) beyond the end of each p -
Floor Joist, orby other approved methods. [ 3602 , 0 1 General, Building Definitions 1211 o,C, to - 1 1/2 13 -41/2 11- 11/2 20 -41/2
For simple, continuous and cantllevered bending members, the span shall F irst
Lateral Restraint: be taken as the distance from face to face of supports, plus 1/2 the 16" O.C. 9 -11/2 12- 1 V2 15 - i I/2 n-5 In
required bearing length at each end.
1360 5 , 2 , 5 1 Lateral restraint at supports; Joists shall be supported 12" O.C. 11 -11/2 14 - 91/2 is -10 1/2 22 -4 1/2
laterally at the ends by Full-depth solid blocking not less than two inch Framing to Concrete Second
(51 mm) nominal thickness: or by attachment to a header, band or rim Joist, [ 3603 .22 . 4 . 21 Framing= All wood framing members, Including wood I&" 0L, 10 - 1 1/2 13 -41/2 16-5 1/2 19 - 51/2
or to an adjoining stud: or shall be otherwise provided with lateral sheathing, which rest on exterior Foundation walls and are less than eight
support to prevent rotation, Such lateral support is not required over inches (203 mm) from exposed earth shall be of approved naturally 12' 0L, 11 - i 1/2 14 - 01/2 18 - to i/2 22 -41/2
intermediate supports such as center girders or bearing walls, durable or preservative-treated wood, ,4 tt IG
For bearing walls which are offset from each Future Rooms 16" oL, to - 1 1/2 13 - 4 U2 ib -8 V2 19 - 9 1/2
Bridging: other above and below a floor. Wall
[ 3605 . 2 . 5 . 11 Bridging: Joists having a depth-to-thickness ration Double Wall blow Attic 12' OL. 12 -01/2 16 - 10 V2 21 -1 112
exceeding 6:1 based on nominal dimensions shall be supported laterally Shear No Future rms —
by solid blocking, diagonal bridging (wood or metal),or a continuous Lap _ _ _ 16" o G_ 11 -1 I/2 15 -4 1/2 19 -1 I/2
one-inch-by-three-inch (25 mm by 16 mm) strip set perpendicularly across , r �-
the bottom of Joists and appropriately nailed, Bridging shall be Installed Att iC uz o.c, I6 - 11/2 21 - 31/2 z1-3 vz
at intervals not exceeding eight Feet (2438 mm). Capes 3/12 w
or less 16" OL. 14 -11/2 i9 - 4 1/2 24 -81/2
Exception: Cantilevered Joists shall be laterally braced -
at points of supportIz" or-, 12 - 1 15 - 3 18 -8 21 -13
ROOF
Cutting and Notching: over attic oz, 10 - 5 13 - 3 16 -2 18 -9 -
[ 3605 . 2 . 6 1 Cuttingand Notching; It,shall be unlawFul to notch _
9' - 2 x 8 1�-4" (max.)
cut or,pierce wood beams, ,joists,rafters or studs In excess of the , „ � � R o of 12" OL. II - 0 13- II 11-9 20 - 6
limitations specified In 180 CMR 36052.6,unless proven safe by 2 x 10 2 -O (max.) Floor Joist
structural analysis or suitably reinforced to transmit all calculated loads. Double Shear dap Splice Cathedral I6" OCG, 9 -6 12-1 15 -4 t'1-9
_ G �
16,13/4"
Si011 5?/411
. fJ GI
1 - -- — --- — -- — -- — - - —
! i 111 i I j
I �
----
� a Centerline Bridging
O I 03
`O 1
w j 111 U
fit � L II
J j Beam below
2 - 2x10 -- 1
' J J -I L2 - 2 X IO
IL
x O
C14
Genterline Bridging
r Q r
X X r
N N
N N - --
Joist hanger
All members are 2 x 10 0 16" O.G. (U.N.0)
First Floor Fram
' s
3/16" = 110"
J
J T
Joist hanger
(typ )
XTL
I I '
i I
i
J _
I �
L Ji
j L L L J L J L
J JL JLI� J L JL JL IJL JL JF, , L II I I
i O 2 - 2X10 -1r -er -ir -vr � r � r -Yr -ir � r r
x
Flush Framed Beam
I J J N ••
II 2 - x 10 N v
I '
O
I —
' i x x
C14 cv
I
U-
All members are 2 x 10 aQ 16" O.C. (u.ND)
Second Floor Framing
s -
O ,
12'0" 14'0
12'0 "
Nip Rafter truss Nip Rafter truss
-see detail sheet see detall sheet
L
2 - 2X10 r
r I i � ! O L.r
J 2 - 2x10 r
IE
2 - 2 x 10 r r
1 X X
X r N N i
J N N Flush Framed Seam
r
L J J L L J L J L J L J L J L '11L Jll
-
J N —
B r - r l r I F I r 7 r 1 r 1 r l
a i 9 I j 7 O j O
J ii II J N x x I `�' L
_ ! N N r
N N I r
IT!
` J L
— -- - - - - J L J L J Joist hanger
-- ---
IF
2 - 2 x 10 '— ..__ _____—r_ iJ 2 2 x 10
e r
All members are 2 x 8 0 16" O.C, (U.N.0)
Attic Floor Fram
3/16" ° 11
0"
12,0„ 12'0WO
Nip Rafter Truss Nip Rafter Truss
See detail sheet See detail sheet
G
lil I I�
III ! F
Ili
IIIorI �
III
OF
it
I I�
ill j
ill
Ridge, Valley, 4 Nip RaFters are 2 x 12
,411 members are 2 x 10 a) 16" O,C, (U,N.0)
-Raof Fra
3/16"
C
OLONIAL S STANDAR126 Continuous Baffled
Ridge Yent
Roof Rafter Ridge Board
_ Maintain I" min. clear. (oth Edition Massachusetts 5ufldingCode I x 8 Collar Ties
aQ 4�0" O.C.
Fascia Board Roof Rafters
Ceiling Jo le Overhanoqing soffit
with ventTng --- ---
Roof and attic Ventilation pud a Board 3/8" = P0"
Standard Sorrit 3/8" * ISO" C 3603 . 6 , 8 . 1 , 1 ] Ventilating area: The minimum required net free g
ventil&Mg area For such roof spaces shall be 1/150 of the area of the space
ventilated, except that the minimum required area shall be reduced to 1/300, Continuous Baffled
provided that: a vapor retarder having a parmeance not exceeding one part Is Ridge Vent
Roof Rafter installed on the warn side of the ceiling: or at least 50% and not more than
80%, of the required ventilating area Is provided by ventilators located In Ridge Beam
Maintain I" min, clear. the upper portion of the space to be ventilated at least three feet (514 mm) 2 x S a� 16 O.C.
above save or cornice vents, with the balance of the required ventilation
provided by save or cornice vents.
Roof Rafters
Fascia Board - -..
Wood Framing to Concrete=
QQ
SofFR with venting _ _ _
• C 3603 . 22 . 4 , 21 Framing: All wood framing members, including wood
sheathing,which rest on exterior foundation walls and are less than eight
' �� Inches eservatNe treated Wwexposed earth shall be of approved naturally durable or Rides g Beam 3/8" = I'O"
Vaulted/Cathedral Sam 3/8 - i O p
2x Bottom Plate Minimum Ceiling Height=
[ 3603 . 8 . 1 ] Minimum ceiling height= Habitable rooms, except kitchens, 2x Bottom Plate
2x Band Jolst shall have a callingheight of not less than seven Feet three inches (2286 mm) V
Floor Sheathing � Floor Sheathing
for at least 50% of their required areas. Not more than 50go of the required
area may have a sloped ceiling less than seven Feet three inches (2286 mm) ,
2x Floor Joist in height with no portion of the required areas less than Five feet (1524 mm) 2x Floor Joist
In height, if any room has a furred telling,the prescribed telling height Is
2 - 2x Top Plate requted For at least 50% of the area thereof, but In no case shall the height 2 - 2x Top Plate
of the Furred ceiling be less than seven Feet 034 mm).
1=xceptions=
I. Beams and girders spaced not less than four Feet (1219 mm) on center may
�� - �I project not more than six inches (153 mm)below the required ceiling height. interior Intermediate 3/8" ■ ISO"
Exterior Interni. �Ir. 3/8 - I O 2. All other rooms including kitchens, bathrooms and hallways shall have a
2x Bottom Plate minimum ceiling height of seven Feet (2134 mm) measured to the lowest
projection from the ceiling. - 1,17,2 - 2x Band Joist Flashing
Floor Sheathing 3. Habitable basements shall have a minimum clear height of seven Feet zero g
Inches,except that beams, girders and other obstructions spaced not less Decking
2x Floor Joist than four Feet on center may project not more than six inches below the
required telling height. 2x Deck Framing (P.T)
2 - 2x Top Plate �
Joist Hanger
• 0"__`-Concrete Foundation
2 x & and Bearing
Ext. Interm. 4 Parallel 3/a" Vo" peck/Stair Conn. 3/8" = 1,0"
Continuous BaFF1eci Ridge Vent
2 x 12 Ridge Board
ooFin
Composite RooFing
B Ib. Building Paper
1/2" CDX Plywood
6 � 2x10 'Q 16" OZ.
Fascia Board
r Attic
_
ceiling
2 x 8 6 Vol' D.C. Soffit with venting
Insulation
Vapor Barrier
U 1/2 Wallboard.
n
m
Floor UJaii
3/4' T t G Plywood Cedar Clapboard siding
Second U 2 X 10 6 I6" O.C, Air Barrier
10" -_ -_ __ _— 2 x 4 rla>16"IO�od
Joist Hangers Insulation
Beam
V2'pWal barrier
o d
m
\
Off,
Floor
3/4' T t G Plywood
2X10 aQ16" OL,
First insulation
_ _ Sill
1-11 - 2x6P.T., I - 2x6 K.D.
- - - — e Continuous 5111 Gasket
Fire- Blocking 1/2" O.D. Anchor Bolts a6 6'0' OC.
3 - 2 x 12 Center Beam
3 1/2" Dia. Lally Columns
b
Foundation
10" Concrete Wall / 8'0" Pour
_ 3,000 psi concrete
Basement - 4" Concrete Slab 10" cip. x 20' w, contin. ft'g,
Dampproof exterior surface
105(0 BuIldi C, Ss ction
1/4" = i'0"
a
eta►l s
- 13racop, � Truss option
`Cruss �4,p Ra
}� ► Rafter _ _ -
'
ntinuous
co � ~ t
Ridge $pard I t
1 x 8 collar
. I 1
-- Composite Roof�g
Bullding paper I 1
Slope Sheathing I
t
F2oof Rater
• I
I
o � i
scans anchor I 1
One herr �
per connection each gide 1�(0 �'6"
(5impson N2 .5 or equal ) t
-- Lolled 5trapp�stock ellh�G��Jo eg ` t
One each side of c g
roof han er nails per side (typ
Nail connection between 16d natls rafter use - an j n Equal I t
and celling foist with S - Stmp 1
(typ,each end)
eta►1 V er�.lca1 Brace t
• after Trusstion ,
► below op t
Continuous B
of;led Ridge Vent I
2x Ridge Bos�'d I
I x S collar Ties 64 oil
40° Gam•
I
I t
Composite Roofing I t
Building Paper
sheathing _
12 Roof Rafter I _ _
Elope - r — � Ian
Vertical post x 4 I Frain Ing4x4of3 2 (� Roof
0
arts p
and Y alias shall be
details= . . .Nip �'►d valley raftero
Bearing partition [3608 .2 .3 ]Framing a brace to 8 bearing partition or be
the s ecific load at that point,
buppo�d at the rand d�rdcute p
designsd to carry
r after brace
� eta il
r
- Stairwa
W i,dt h =
Ca N Co `� h3 . 13 , 1]Wldth=Ste s
(g clear width at all oInts move II not be
leve than 36 Inches (914
r below the requhr�heedroom hem PermItted handrail height
and
(3 t j,, � �t lO n handrall he ht fight,The nhknum width at
' I }�{ installed o„one elle t be lave than 32 inches (a(3 mm)where ea hand all is
I I G�S$, Code
� on both sides, and 29 ghee(ill MM)where h
g- C Q d�o andralle are provided
� � _ 2x Header 2x Ploo
x 9 min [mum -°�° r olst Treads
Co °� m I �'2 - 2x Header 13603. and Risers
In
fiches 10 "2]tn=eds and risers:the
Q co ap r 2 x ond)ds (2 � and ris triad MMus rher height shall be a 1/4
y The"leer ha
shall ben shall be nine Inches (229 )
\ _ adJacant trsa�de.The �sasursd vert ally between lead
r vertbal planar of the Foremoep shall ba measuttsd hortzon�tall dbe s°f the
P ,leCtion or ad y between
the
r- r- � f o el etto the
tread's lead Aga.the walk adjacent treads and at a right
hortzo y shall be eloped ro e h9 eurtace of treads and I
Q r ;: rrtal (2.%slope).The g 6t
OF than oft unR vertical h 4S unRe figs
Ry ;f 2 x 12 Strip ere, shall not excaad the reetast height w►thh e
`� "� n► � g successive rise emellaet by more than 3/S '�J night of stains
1 x 4 Fke risers &hall rot inch (95
Placed Parallel 9rsateet treaddeviate b „b� ten)end any two
arallel w depth witl�,h y than 3/16-Inch h heh3ht,The
_ stringers Ileet by ire tin 3/8 rl�ht of stahs shell rot exceed the
- �' rot deviate In depth-3 more (95 rrn)end
2x Header ' ?ac Header y than 3/16-inch two &ucces&Ive treads shall
Nos IMS
-------- � Zx Floor Joist �
C39,03 13,1. I]Noe roflie�
' o Center Beam i V2, beyond the race hg P �4 nosing shall not extend
of the riser below, more than
r Headroom ;
13603. 13 3]Headroon-The mInfnun he
,� ► etatway shall not ba lane than ebc feet sDc room In all parte of the
cY► i s vertically from the slo ed I hes (2032 mm)measured
surface of the landing p P edJ°hhg the tread nos
Lally column (be o or platform, Ing or from the Floor
r ' 2X12 Str(n Cr'8 y nd) C 3603 ,8 ,3 J.4eceee to
- - r g be In accordance with the prrovlisbne of ISO CMR 0603. 13l 3rerca&shall
Ftoppin
C 3606 .2, e
?7 Fhesto
o o Minimum tread = g" concealed draft o e pPhg.Fhe&toPPhg shell be provided to cut
P Inge(both vertbal and hortzo ° 'ell
��t ve f 1hee barrier betweCn stories and be ntto and to Fonn an
Follow PPhg shell be rovlded then a top story end the roof
ing locations: P h wood-frame conetruotbn h the
14endrans= 3. in concealed
of the run, specae between$tat.&trhgerx at the top and bottom
C 3603 , 14 , 1 , I ] Nandratls=
max►mum heights of 3o Handralls havin mtn6num and Guardrail �t a i I s
respectively, measured vertI and 3B niches C 3603 . 14 ,2.1 J Gu
shall be eically from the noe62 mm and 965 mm ) raised Floor surf erdrall details=P°"eines,balconies,decks or
provided on at least o g of the treads Floor or r ate& located More
then 9O
risers, Spiral staInways ne side of stahways of three I g ade below shall heves (162 mn)above the
on the outside radius.shall have the re or more (914 mm)In height,Open sides or stairs wrarlrot less than 36 Inches
the Full length of the s'4" require duped handrail located
d handrails shall be � inches(762 mm)above tel rise of more than r
terminate In newel ala' Ends shall be returned or ehaluous which shall also serve as Floor
or grade below shall have
a wall shall have a space
orts or Wet h►'"ht measured v handralle,not less they 34 Inches9u "ail,
terminals. Nandralle, adjacent to e►'tl_ally rrom the nos (864 mm)
between the wall and the of not ere than 1 112 Inches (3B mm) hg of the true•
gxcept(ons: handrail. Gu a rdr a I I OPS i n L i
1, Handralls shall be 13603 - 14 _2.2 t Exc. m i t a t i o. 8 =
permitted to be guerdratie on open side oP steldrwAil opening IMttetlons Raqukdd
post at a turn, Interrupted
b
2,
The use oP p y e newel Floor areas,shall have stairways,balconies,porches decks
and
over the a volute, turnout or starting g shall be allowed closures which prevent rolls,balusters or ornamental
read
lowest tread, sarin ►event the
or more In diameter. p9e of an object
Fh.a
inches 002 mm) �
Exception:triangular spaces formed b
the
Of a guard at the open side of a stalrwa rte,tread and bottom rail
the passage of a sphere ebc inches (ISy be or etre to prevent
3 mm) In diameter,
' Continuous Baffled Ridge Vent
2 x 12 Ridge Board
RooFin
Composite Roofing
15 Ib, Building Paper
12 1/2" CDX Plywood
b
2 x 10 art 16' O.C.
v
Fascia Board
• Attic Ceilin
- - — 2 x s e ib' O.C.
- -— Insulation
Vapor Barrier Soffit with venting
�. V2' Wallboard,
� m
o �
O o
CO C Wail
Floor Cedar Clapboard siding
CO 3/4 T E G Plywood
arrlar
Second 2 X 10 as 16' O.C. At B PX Plywood
2 x 4 e lb" OL,
- - - - insulation
Vapor barrier
1/2' Wallboard
0
N
Floor
CID
3/4" T t G Plywood
2 X 10 e Ib' O.C.
C _ First Insulation SII I
I'-I" 1 - 2x6P.T., 1 - 2x6KD,
- - Continuous 5111 Gasket
e 1/2" O.D. Anchor Bolts.a 6'0" O.C.
- - 3 - 2 x 12 Center Beam
a
3 1/2" Pla.Lally Columns e
v _ �
_CIO . Foundation
r e 10" Concrete Wall / 8,0" Pour
3,000 pr;,[ concrete
crete
Basement - 4' ConSlab 10" dp. x 20" w. cont In. ft'g.
- - Dampproof exterior surface
T a
r �
10, 56Wilag-5-ection
n _
1/4" = I'O"
i
e
MAP �..
PARCEL o2
CERTIFICATE OF USE & OCCUPANCY
Town Of North Andover
Building Permit Number /C/,g Date--
THIS
ate THIS CERTIFIES THAT �L /
THE BUILDING LOCATED ON
MAY BE OCCUPIED AS X e- t�ql `3 IN ACCORDANCE
WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND
SUCH OTHER REGULATIONS AS MAY APPLY.
0 �� CERTIFICATE ISSUED TO L - 1 o e
o _
° a ADDRESS h��� 3g5k/L)
P
:s CHUS Building Inspector
of
01Vn
over
0
ATO. ® a - -
* 1�
� 0Z . �- dower, Mass.,
COCHICHEAKE
L -'LY^^
w '9�� WICK -
47 A' V
0q q E D
E BOARD OF HEALTH
E
Food/Kitchen
RMIT T D Septic System
���THIS CERTIFIES THAT.............. ........................./ BUILDING INSPECTOR..................... .
e
� eAvFoundation 1044 C6W%A_has erm' cion to erect.........../.......................... buildin s on ...... ... ® ......... ................ .............Al rp% .............. Rou h �l a Z/Cl S'
/ �i� 0 C�............................. ' Chimney `� I i3 I NJ
to be occupied as............ ......... . ...................... . ..... . .
provided that the person acceptingis permit shall in every resc# conform to the terms of the application on file in
p y g p . ctian of Final
this office, and to the provisions of the Codes and By-Laws relating to the Ins `
Buildings in the Town of North Andover. MAP� PLUMBING INSPEC�O
VIOLATION of the Zoning or Building Regulations Voids this Permit. PARCEL aoZ � — q��
C o P to /` G /— /
®� 17 ® PERMIT EXPIRES IN 6 MON
ELECI'IRI-CAL/iNSP CTO
UNLESS CONSTRUCTI Se Rough
• .. .... . . . .... ..................... .........................
a Se
.�� BUILDING INSPECTOR in
- Occupancy Permit Required to Occupy Building GAS INSPECT
Display in a Conspicuous Place on the Premises — Do Not Remove Ma
No Lathing or Dry Wall To Be Done FIRE DEPARTMENT
Until Inspected and Approved by the Building Inspector.
Burner
Street No.
Z,
Smoke Det. i
C '' t'
i
pORT11
O� t�eo /6'9�rO
�6 OL 6 y
a
T O LAM/ T
COL C_t.V
't1,9 A°gArao gyp°` R5
SSACHUS��
APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION
ADDRESS/LOCATION OF PROPERTY :
DATE REQUESTED FILED/READY FOR INSPECTION
CLOSING DATE ON PROPERTY: c/A?zgy
FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED
ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME
FRAME. A RE-INSPECTION FEE OF TWENTY DOLLARS $20.00) WILL BE
CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES.
SIGNED � f ��, ,
ROUTING
Lm U
I �
CONSERVATION
PLANNING k
DPW - WATER METER
NOTE
i
DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED
PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST
DPW
Signature
File: OC form revised 6/8198
i
i
I
Plan Of Land � �
In
North Andover, lila ss. )Iq/gq
sho wing
61.88"
"As-Built " Foundation Location
` Lot 8 - Pheasant Brook Road
Prepared For
RLI Corpora tion
scale: 1" = 20' Dote: November 2, 1998
Zoning District:
R-2 - Residence 2 District
Assessors Map 106 B.,- Parcel 41
N
9
, w
O
0
O
Commonwealth eal
th Of
Massachusetts
210. 11,
AL
Lot 8
5J,580 S.F. -f-/-
1.23 A cres
1
1
1
O
V
1`
5J,580 S.F.
. 1.23 A cres
1
i
1
1
S
1
1
I
I
I
v
1
1
1
. 1
O
Existing
C o n c r e t e
F o u n d a t i o n
--------47.2---------
%
Top Of Foundation
Elevation = 130.52' --------------------
rnof.
O N�
� ► 1
1
% ,
Aj CO
%� << 250.77'
?696 Is
h 1
I: 1
=5 90
4,55'
R�125.00' --__� i
a
t
B r O ® k
Private — 50' Wide
9 •
_ O
Note. Property line data. token from o Definitive
Subdivision Plan Of "Evergreen Estates" Prepared
By Christiansen & Sergi, Recorded In the North
Essex Registry Of Deeds As Plan No. 12695
E_
In my opinion, the existing foundation is not in a E
Flood Hazard Zone as shown on the U.S.D.H.U.D.
Flood Hazard Boundary Maps, Community Panel
No. 250098 0009 C, Revised To June 2, 1993.
l Ti
hereby certify that the foundation on this property
'is located as shown and complies with the zoning
requirements of the Town of North Andover,
Massachusetts.
f.
i
G
I. 31 Professional Land Surveyor
I
, I
0 Thomas E. Neve Associates, Inc.
Engineers — Surveyors — Land Use Planners
447 Old Boston Road — U.S Route 1
Topsfield, Massachusetts 01983 887-8586
1793—CFP-8
"
