HomeMy WebLinkAboutBuilding Permit #240 - 141 CORTLAND DRIVE 10/3/2008 r
NORTH
BUILDING PERMITd 16
7q�o
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TOWN OF NORTH ANDOVER 3
APPLICATION FOR PLAN EXAMINATION * ,�
Permit NO: 7 p Date Received DRATeD (y
9SSgCHUS��
Date Issued: o e
IMPORTANT:Applicant must complete all items on this page
LOCAT ON, 1,
Port, "
V.4UUNER �7 �y L C:
x 9 y� 'nr *as•m3 ` ., �'Prin
MAPaNO PARCELf 3 1 ,ZONING DISTR[CT HISTURIC 015TRI T no
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TYPE OF IMPROVEMENT PROPOSED USE
Residential Non- Residential I
,(New Building One family i
Addition ❑ Two or more family [I Industrial
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11 Ad Y
❑ Alteration No. of units: ❑ Commercial i
❑ Repair, replacement ❑ Assessory Bldg ❑ Others: JJ'
❑ Demolition [I Other
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❑aeptEc Well F ' ❑'F[Qodpla�rim . R "Wet[ends �> -'Watershed Q�Strlct
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DESCRIPTION OF WORK TO BE PREFORMED:
1
Identification Please Type or Print Clearly)
OWNER: Name: Phone: a 7�
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Address: 115' 6ft46 ►
/ F 0
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Ct _'T[RACTt� t f\I tie 1 }
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Supet'Visoes Constru,606n:License. � � Exp.' date
�o`m Impro m nt License.' p., Dab.. 7
H
� ARCHITECT/ENGINEER Phone: �
L f i
+ Address: Reg. No.
FEE SCHEDULE:BULDING PERMIT.$12.00 PER$1000.00 OF TOTAL ESTIMATED COST BASED ON$125.00 PER S.F.
IZ• G/!G FEE: $ Z.f look �I� 14153217
Total Project Cost: $ y dwh �o
� 7.�� xu�'l��ao
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Check No.: 30 Receipt No.: 2/S!� I
NOTE: Persons contracting with unregistered c tractors do not have access to the guaran fu d
r Signature of Agent/Owner Signature of contractor
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Location ly/
No. �/o Date
MORTIy
TOWN OF NORTH ANDOVER
i F �
9
Certificate of Occupancy $ �° a
E9
Buildin /Frame Permit Fee $ 4 3 :21
s�cMus
Foundation Permit Fee $ <�
i Other Permit Fee $
� TOTAL $
41<3 Z_
t
` Check #
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r 2i5v / 42
Uil&ng Inspector
Plans Submitted Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF- U FORM
DATE REJECTED DATE APPROVED
PLANNING & DEVELOPMENT ❑ ❑
COMMENTS
DATE REJECTED DATE APPROVED
CONSERVATION ❑ ❑
COMMENTS
DATE REJECT DATE APPROVED
HEALTH ❑ ❑
COMMENTS
TYPE OF SEWERAGE DISPOSAL
Public Sewer Tanning/ sae ody Art ❑ winuning Pools ❑
Well ❑ Tobacco ale Food Packaging/Sales ❑
Private(septic tank,etc. ❑ P rrnanen Dump on Sit ❑
Zoning Board of Appeals: arian Petition No: Zoning Decision/receipt submitted yes
Planning Board Decision: komments 10 �„5;e
Conservation Decision: Comments
Water & Sewer Connection/signature &Date
Driveway Permit
Located at 384 Osgood Street
FikE�DEPARTMENT Tempbu'mpst4r o`,i ss yes 60
Qcated of 124 Main S.te
Fire Departi6ente!Ajgnaturefdat
a
cc MMEN'TS
Dimension
Number of Stories: �' Total square feet of floor area, based on Exterior dimensions. WI�E
Total land area, sq. ft.: 3C)•Z *--
ELECTRICAL: Movement of Meter location, mast or service drop requires approval of
Electrical Inspector Yes No
DANGER ZONE LITERATURE: Yes No
MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine
NOTES and DATA— For department use
❑ Notified for pickup - Date
....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
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Doc.Building Permit Revised 2007
Building Department
The following is a list of the required forms to be filled out for the appropriate permit to be obtained
Roofing, Siding, Interior Rehabilitation Permits
❑ Building Permit Application
❑ Workers Comp Affidavit i
❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses '
❑ Copy of Contract
❑ Floor Plan Or Proposed Interior Work
❑ Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
Addition Or Decks
❑ Building Permit Application
❑ Certified Surveyed Plot Plan
❑ Workers Comp Affidavit
❑ Photo Copy of H.I.C. And C.S.L. Licenses
❑ Copy Of Contract
❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And
Hydraulic Calculations (If Applicable)
❑ Mass check Energy Compliance Report (If Applicable)
❑ Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
New Construction (Single and Two Family)
❑ Building Permit Application
❑ Certified Proposed Plot Plan
❑ Photo of H.I.C. And C.S.L. Licenses
❑ Workers Comp Affidavit
❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And
Hydraulic Calculations (If Applicable)
❑ Copy of Contract
❑ Mass check Energy Compliance Report
❑ Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals
that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording
must be submitted with the building application
Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07
Revised 2.2007
FORM U - LOT RELEASE FORM
INSTRUCTIONS: This form is used to verify that all necessary approvals/permits froml
Boards and Departments h-aving Jurisdiction have been obtained.a ned. This does not relieve
the applicant and/or landowner from compliance with any applicable or requirements.
*****************F***********APPLICANT FILLS OUT THIS SECTION
APPLICANTA0. atjP-,.C�ynm07)S LLC. PHONE � 7-ZC_�5
LOCATION: Assessor's Map Number /�yC PARCEL 3 l
SUBDIVISION A" Ie < �aC,� /�n1 f LOT (S) 0
s
STREET �c� ST. NUMBER �� I
OFFICIAL USE ONLY
RECO ENDATIONS OF TOWN AGENTS:
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C014tERVATION ADMINI TOR DATE APPROVED I
DATE REJECTED I
rr
COMMENTS Al - l �P i c--fiy,•�af (�O- '
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TOWN PLANNER DATE APPROVED
DATE REJECTED
COMMENTS C� . L{() B
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FOOD IN ECTOR-HEALTHI
DATE APPROVED I
DATE REJECTED
SEPTIC INSPECTOR-HEALTH DATE APPROVED
DATE REJECTED I
COMMENTS
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PUBLIC WORKS -SEWER/WATER CONNECTIONS /D
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DRIVEW Y ERMIT I k
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FIRE DEPARTMENTS l
RECEIVED BY BUILDING INSPECTOR DATE I
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Revised 9\97 jm
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lationsand Standards
Board of Building Regu
construction Supervisor License
t censb- CS 55417
Tr# 20721
Exp+ratton; 4/512010
f
Restriction; 00
THOMAS D ZAHORUIKO _
115 GARTERRELD RD '
Commissioner
N ANDOVER,
AAA 01845
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NThe Commonwealth of Massachusetts
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Department of Industrial Accidents
- Off
.14 rce of Investigations
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600 W
[tshington Street I
"", Boston, MA 02111
www mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumber s
Applicant Information Please Print Legibly
Name(Business/organization/individual): ` 1
Address:
City/State/Zip:
Phone#: —4?
Are you an employer?Chec
k the appropriate box:
P
1.Ell am a employer with 4. El !am a general contractor and I Type of project(required):
employees(full and/or part-time).* have hired the sub-contractors 6. New construction
2 I am a sole proprietor or partner- listed on the attached sheet. : 7• ❑ Remodeling
ship and have no employees These sub-contractors have 8. ❑ Demolition
working for me in any capacity. workers'comp.insurance.
[No workers'com . insurance 5. 9• ❑ Building addition
p ❑ We are a corporation and its
required.] officers have exercised their 10.❑ Electrical repairs or additions
3.❑ i am a homeowner doing all work right of exemption per MGL 1 l.❑ Plumbing repairs or additions
myself.(No workers'comp. c. 152,§1(4),and we have no
' 12.r1 Roof repaitsinsurance required.] employees.ees. [No workers
comp. insurance required.] 13 ❑ Other i
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.I
%Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I
/air an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name:
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Policy#or Self-ins. Lic.#:
Expiration Date:
Job Site Address:
City/State/Zip: 4
Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DiA for insurance covers rification.
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1 do hereby certify under tit wins and pe allies f perjury that the information provided721A ve is true and correct.
Signature: 4: Date: �R//
Phone#: ..Y 35�
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Official use only. Do not write in this area,to be completed by city or town official.
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City or Town: Permit/License#
Issuing Authority(circle one):
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1. Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector I
6.Other
Contact Person: Phone#: ,
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Permit Number
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MECcheck Compliance Report Checked By/Date
Massachusetts Energy Code
MECcheck Software Version 3.3 Release l b
Data filename:Untitled
TITLE:The Nantucket at Meetinghouse Commons
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CITY:North Andover
STATE:Massachusetts
HDD:6322
CONSTRUCTION TYPE: I or 2 Family,Detached
HEATING SYSTEM TYPE:Other(Non-Electric Resistance)
DATE:02/23/06
DATE OF PLANS:2/07/06
PROJECT INFORMATION:
Meetinghouse Commons
North Andover,MA 01845
COMPANY INFORMATION:
Meetinghouse Commons LLC
COMPLIANCE:Passes
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Maximum UA=477 '
Your Home=447
6.3%Better Than Code
Gross Glazing
Area or Cavity Cont. or Door j
Perimeter R-Value R-Value U-Factor UA I
Ceiling 1:Flat Ceiling or Scissor Truss 1628 0.0 30.0 50
Wall 1:Wood Frame, 16"o.c. 2356 0.0 13.0 186
Window 1:Vinyl Frame,Double Pane with Low-E 379 0.340 129
Door is Solid 35 0.340 12
Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 1628 0.0 19.0 70
Furnace 1:Forced Hot Air,90 AFUE
Air Conditioner 1:Electric Central Air, 10 SEER
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,
specifications,and other calculations submitted with the permit application. The proposed building has been designed to
meet the Massachusetts Energy Code requirements in MECcheck Version 3.3 Release Ib and to comply with the
mandatory requirements listed in the MECcheck Inspection Checklist.
The heating load for this building,and the cooling load ifpropriate,has been determined using the applicable Standard)
Design Conditions found in the Code. The HVAC equi ent selected to heat or cool the building shall be no greater
than 125%of the design load as spified in Sections 7 CMR 1310 and J4.4.
Builder/Designer �2" Date 1
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MECcheck Inspection Checklist
Massachusetts Energy Code
MECcheck Software Version 3.3 Release 1b 4
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DATE:02/23/06
TITLE:The Nantucket at Meetinghouse Commons
Bldg. j
Dept. j
Use j
j Ceilings: I
[ ] j l. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 continuous insulation
j Comments:
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j Above-Grade Walls:
[ ] i 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 continuous insulation
i Comments:
i Windows:
[ ] j 1. Window 1:Vinyl Frame,Double Pane with Low-E,U-factor:0.340
j For windows without labeled U-factors,describe features:
{ #Panes Frame Type Thermal Break?[ ]Yes[ ]No j
j Comments:
j
j Doors: I.
[ ] j 1. Door 1: Solid,U-factor:0.340
j Comments:
j
j Floors:
[ ] j 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 continuous insulation
J Comments:
j
i Heating and Cooling Equipment:
[ ] j 1. Furnace is Forced Hot Air,90 AFUE or higher
j Make and Model Number
[ ] j 2. Air Conditioner 1:Electric Central Air, 10 SEER or higher j
j Make and Model Number
j
{ Air Leakage:
[ ] j Joints,penetrations,and all other such openings in the building envelope that are sources of air
j leakage must be sealed. I
[ ] { When installed in the building envelope,recessed lighting fixtures
j shall meet one of the following requirements:
{ 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture
{ and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space.
{ 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfin(0.944
{ L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture
{ shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled.
j Vapor Retarder:
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[ J j Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
{ Materials Identification: j
j ] ( Materials and equipment must be identified so that compliance can be determined.
[ ] j Manufacturer manuals for all installed heating and cooling equipment and service water heating
{ equipment must be provided. I
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[ ] I Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on
the building plans or specifications.
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Duct Insulation:
[ ] I Ducts shall be insulated per Table J4.4.7.1.
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Duct Construction:
[ ] I All accessible joints,seams,and connections of supply and return ductwork located outside
I conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed
using mastic and fibrous backing tape installed according to the manufacturer's installation
instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted.
[ ] I The HVAC system must provide a means for balancing air and water systems.
I �Temperature Controls:
[ ] I 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.
Heating and Cooling Equipment Sizing:
[ ] I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as
specified in Sections 780CMR 1310 and J4.4.
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Circulating Hot Water Systems:
[ ] Insulate circulating hot water pipes to the levels in Table 1.
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Swimming Pools:
[ ] I All heated swimming pools must have an on/offheater switch and require a cover unless over 20%
I of the heating energy is from non-depletable sources. Pool pumps require a time clock.
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Heating and Cooling Piping Insulation:
[ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the
levels in Table 2.
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Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(F) Un to 1„ Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
4
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping S stem Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems i
Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
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NOTES TO FIELD(Building Department Use Only)
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NORTH ANETING HOUSE COMMON
DOVER 14A O ' S ULLIVAN
ARCHITECTS, INC.
ARCHITECTURE.DESIGN-PLANNING
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3 ARCHITECT DEVELOPER
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O'SULLIVAN ARCHITECTS MEETING HOUSE COMMONS LLC
01 201 EDGEWATER DRIVE, SUITE 215 121 CARTER FIELD RD
N
M WAKEFIELD, MA 01880 NORTH ANDOVER, MA 01845
Voice (781) 246-1667 Voice (978) 687-2635
Fax (781) 246-1683 Fax (978) 680-2310
z
9876
or�.
U N.H. J
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OD 7 OF MPSSP
o - - - - REVISED CONSTRUCTION DRAWINGS 4/4/07
---- --- CONSTRUCTION DRAWINGS 8/8/06
L_
O'Sullivan Architects,Inc.
General.Notes for Single Family Residential Construction in SYMBOL LEGEND
Massachusetts
.All notes may not apply to this particular project. 2mrmoe
1 1. Framing standards and requirements vary from locale to locale. Some jurisdictions may have more
CAN.:%stringent naming connections.It is not the intent of these drawings to show engineered connections
- meeting all requirements for all areas of the country_it is the responsibility of the owner and contractor to N,r04192
review and revise,if necessary,any framing connections Illustrated in these drawings,in order to meet BUILDING OR4)�IAL
lural standards antl requirements. O ' SU LL IVAN
2 snowtl local codes anNor ordinances ditfer nom these plans,a determination shall be made by the WALL SECTION LJ C (� INC.general contractor and/or bull building official se plans
which Is the most stringent.The most stringent A R C H I T F C T Jr I I V C.
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requirement sham rule.Should a change in!hese plans be necessary or desired which will alterthe
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design or structural integrity of the structure(s)a Licensed Structural Engineer and a Ucensed Architect
- _ - must verify all changes. - - --
ARCHMECTURE-DESIGN-PL.ANNING
. . 3.'AD retaining wails and basement wags shall have adequate temporary bracing In place prior to backfill- DETAIL N1v662
being placed.against walls.Temporary bracing shall not be removed until wall is property braced. 201 EDGEWATER DRIVE SUr1E 215
- - -
A. An slabs on grade shall have a vapor barrier underneath. DETAIL 0 WAt�o�s��
5. An kimdatlon walls shall be damp proofed.
-
A. Cordrector is to contact DIGSAFE not less than 72 hours prior to arty excavating In order to insure that A-000 Tec rM)24B-!Film Faic(7M)246-15B3
underground utility tines are located and are not damage or disturbed. SPEE hLhiB62 vvavw,oeullivenerchioricls,txrrx
7. t1131y trenches must be bark filled at house perimeter Fine with a plug to prevent exterior drainage and/or
ground water from entering the house.
8. Mstall perforated foundation drain(4 inch round minimum)around entire perimeter footing. Extend drain i-FLOOR LEVE
line to a point away from structure for positive drainage.Actual location of drain line and points of ELEVATION
Y 1i.100.9 ""'PfOd1aVor OY-rn e.�nnd.lnwnor
tlrairuge must be determined on the job see with review by a Licensed Civil Engineer. MARKER 9.EVATigIJ DATU.4 P`t`Pfe�Mtl
. .9, Install underground roof drainage/downspoul drain lines(4 inch round minimum).Extend drain fine to a -
'point away from the structure for positive drainage. Root drainage lines shall nod be connected to m 2006 Ds,,Ihmn Archbc hm-
foundation drainage.
10.Contractor to provide finished grade that does not create an excess of waterdravxage to adjacent - WINDOW TYPE O
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abutters and that all landscaping is property located within the owner's property. Conlraclor to follow Civil'
. algir"I s proposed topography and coordinate all proposed changes vh grade with Civil Engineer and
Architect ..
11.Framing plans are schematic in nature and should not be scaled.Install all blocking,bracing,strftbacks, DOOR NUMBER O
eir~as required by the Building Code and in accordance with good framing practices and standards.
.12 AN beams and headers are required proper posts under each end.Such posts shall extend directly down
- - to footing crfoundalion wall.Refert0 plans for more detail.
13.An wood in contact with concrete must be pressure treated. ROOM NAME MASTER B®1200M
. - 14.Ali metal fasteners,connectors and supports in contact with pressure treated gwood shall have a zinc rich AND NUMBER
. coating;G-185 for hot dipped galvanized products or rein.class 40 for electrogalvanized products.
._ 15.Anchor bons to be placed around the exterior of the building at no more than 6'4r O.C.for two story
structures and no more than 4'-D"O-C.for structures more than two stories.AmYor bobs are to be WALL, FLOOR OR
posted no less than 12 inches away from each comer and r less than 12 inures from the end of each
�G�I ng O�s�
.. ., plate section.Anchor bolts to be ASTM 307 X inch diameter and 18 inches long with 2 inch hook Provide ROOF�TYPE
.. _. runt less than 2 bolls for each individual sill piece.All exterior frame walls are to be set on sill sealer. 1
i Typical headers at an 6"wails will be(2)2 x 10's with 2'6 inch blocking spaced at 24"o.c.,unless
. - YPx2iis headers Si•�T PLh49H2 '
1 rs at an 4"walls will be(2)2 x 10's with%inch plywood blocking spaced at 24'o.c.,unless
6
T INTERIOR Commons
ELEVATION A( 2 �f3EVATlor4
' Use
erwrse noted. N1J am
16.Use joist hangers at all flush beams and headers.(Consult Manufacturer of hangers on the application of 3 -
- hanger and load that hanger should be designed for.).
'19.Install double joists under all parallel partitions above,unless otherwise noted
- 20.Install double joists at each side of an openings;including stairwells,skylights,chimneys,etc.
21.An roof rafters and trusses shag flava tie downs,
.. - 22 the to variations in the natural thickness of store,the actual thickness of the stone veneer may vary from
project 10 project.A minimum of 6 inches should be provided at the eave for receiving stone veneer,
however,Contractor must verify actual thickness with mason.Make airy necessary adjustments to the -
' - cave detail to allow for actual veneer thickness.Due to the variations mentioned a minimum bearing. North
Andover OVet.
.. .. ledge of 6 inches 21 the footing is recommended. d V I Li t A d
t - 23.An water tines located within extenorwalts are to be Insulated.
24.AD mechanical closets are to be insulated with full thickness ball insulation-This Includes interior,as well - -
.. as,a tenor walls.Mechanical closets doors shall bewsamerstripped.
25.An wood exposed to exterior must be either pressure treated,painted,sealed or redwood.cedar,
mahogany,orteak wood that has some protective coating to water and U.V.fight
` - 26.As extenoruim that is interrupted or protrudes from the building face such as:wood window raps,trim
found around entry door,wood water table detail and etc.,must have continuous metal flashing at lop.All "
exterior windows and exterior doors must have proper metal rap flashing at trim
' 27.All exposed finished surfaces,including insulation materials,facings,vapor barters and breather papers
shag have a flame spread of not more than 200 and a smoke density of not more than 450. General Notes
O}eS
. 28.All foamed plastic shall be protected by%inch gypsum wallboard. j�J L
W 29.Rovide baffle vents al sloped roof rafter bays In Order to maintain free air flow at insulation.
tV 30.Install crawl space vents along outside perimeter of crawl space whether indicated on drawings Or not - Symbols
7 .. Then nimum total area of ventilating openings shall be not less than one square toot for each 150 sq.IL .
of crawl space area,with one ventilating opening within 36 inches of each comer.When the ground - 40.Provide fire stopping between each story,including between the basement and the first story
surface is treated with an appropriate vapor barrier,the total ventilation area may be reduced to 111,500. between the 1 story and attic.Provide draft stopping and
top ry Aping to all concealed spaces of walls,at cove and
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Of Uhe to in space area.Ventilating openings entili be as evenly spaced as possible o the crawl Soffiletl ceilings,dropped ceilings,at tops and bottoms of stair strangers and all penetrations of ducts,
a{xace to insure proper ventilation. Slantlard ventilation opening a 8"x 16" 88 s R AlAll g pipes,conduits,chimneys,etc. _ EDA
p �. be supplied with%inch wire mesh screen and operable damper for adjustment of flow+ min s shall 41.Provide tempered safety glazing in the followinglocations: ED n
- 31.Basements and cellars not used as habitable,occupiabie space shall be provided with a minimum offour - All swing and sliding doors,including fixed panels,sidelights and stone doors. CJ
- sliding type,or awning type windows for every 1500 sq.R of floor area,or multiples thereof,and shag be Enclosures surrounding tubs,showers,steam moms,hot tubs and pools.This includes all fixed
_ located,as near as practical,to provide cross ventilation.-Altemately,mechanical ventilation may be panels,doors and windows.
- armed- All glass which is within a 24 inch radius of either vertical edge of a door in the closed position. O S
3 .. 32 Provide mechanical or natural ventilation for each separate attic area,For naturally ventilated spaces the 42-Provide smoke detectors in sufficient quanlidies and locations to meet requirements of the Building Code. 7 (ft
mirimum net tree ventilation area shall be 113D0 of the floor area being verdilated when 50.80"%of the Provide not less than one smoke detector on each floor,including basements and attics capable ( / r
b 'ventilating area is located in the upper portion ofthe roof and at least 36 Inches above eave vents-the of being inhabited.
remainder of ventilated area shall be provided by eave or cornice vents• Pmvide one smoke detector in each bedroom. PTON,
33,Garages shag be separated from main house by afire rated walls and ceiling;referto plans. Provide one smoke detector outside each steeping area in the vicinity of the bedmoms. .H. J
w 34.Provide access panels to each individual attic and crawl space.Attic access panels are to be a minimum - Provide not Mss than one smoke detector for every 1.20D S.F.of floor space.
' of cul wide by 30"high to all attic areas and under eaves which are over 3'-0"clear in height.Provide Provide photo electric smoke detector If located less than 2D feet from either a Kitchen or a
AN stairs
space access panels not less than t B'M 24n bathroom with a tub or shower. r7
35.AN sla'rts wtthin a dwelling and shall be not less than 36 inches dear in width and shall provide not be less 43.Provide carbon monoxide detectors in sufficient quantities and locations to meet the requirements of the 19�n'0 o f II�rJ
dr'I than 6.6'pear headroom.The maximum riser height is 8%inches and the minimum tread depth is 9 Building Code. - r f'! tvx
Inclines.Handrails shall be provided on one side of stairs,mounted 36 inches above stair nosing and shall Provide not less than one carbon monoxide detector on each floor,including basements and
0 nen uninterrupted the entire length of nm;newel posts may interrupt the railing at turns and landings. attics capable of being inhabited. ALE Sce e:
''�"' - 36.RaBmgs at decks,balconies and raised platforms are to be a minimum of 36 inches above finished floor. Provide one carbon monoxide within ten feet of each sleeping area.
x AN mites are to support a concentrated load of 200His.acing In arty gee lion. 44.Combination smoke detector and carbon monoxide deleclors may be installed so long as they have ISSUE!DRAWN BY
37.AN interim and exterior railing/guard/balustrade system snail be designed so that a 4 inch sphere ranrrol simulated voice and tone alarms the clearly distinguish between the two types of emergencies.
penetrate to the other side. Combination smoke detector and carbon monoxide detectors located less than 20 feet from either
' 38.Each bedmom above the fust floor shall be equipped with an emergency egress window of not less than a Kitchen,or a Bathroom with a tub or shower,shag be a photoelectric alarm.
3.3 sq.f-The minimum dear opening of the window shall not be less than 20 inches and 24 hnches in 45.Each bathroom and toilet room shalt be equipped with a mechanical exhaust fan vented to the exterior. REVISED/REVISED BY
0
either direction.
Fan shall exhaust,as a minimum,at 50 cirri it operated intermittently or 20 chn if continuously operated.
U 39.Provide draft stopping in floor and ceiling assemblies where open web joists are used or where the ceiling Exhaust vim termination to attics w other interior portions of the building are not permitted.
m _ - is suspended below floor naming. Draft stopping consisting of either h inch gypsum wallboard or 318 46.Referto the energy code review for'U'8'R'values of various areas and components and efficiency of
• iidn plywood shall subdivide the concealed space into areas not exceeding 100D sq.fL the heating stem.
. - B sty Any changes from what is Indicated in the energy code review may nullity
compliance with the energy code and require a new review and calculations to be performed.
-47-Moisture resistant gypsum wallboard shag be used throughout the bathrooms and similar damp locations
except where the backer board is required.Tile backer board is required at all Locations where tile is
_ indicated in the room finish schedule.
. .
48.Ali exterior doors and windows shall be tested and labeled for energy,
performance. infiltration and pressure JOB NO:
SHEET NUMBER
0
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J
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FOOTING NOTES'
rl-
5'-6 5'-10" 8'I 1. ANY WOOD N CONTACT W/CONIC.MUST BE P.7. Z-11' 10'-6' 5'-3' 7-8- 4'-8' 7-8" 3"-4'
1----�
-1 2 PROVIDE 7-10'CONCRETE POLR.(SEE SECTIONS) PRECAST I 2 1
r , , PRECAST CONC. 3. TOP OF MAIN FOWDATION WALL ASSILMED TO BE IOO'-0' WI -0 E 7, . A
BLU3IEAD E ST6a5.
I I I WITH 3'-0'1 S DOOR. 4. FOOTING BEVATIONS RBRESB•TT A MIN ALLOWASLE G.C.TO DETERMINE I Aa
2 2 LOCATION IN FIELD.
e G.C.TO DETH.MPE A DEPTH ALL FOOTINGS MUST SE PLACED AL UVDISTIRBID
2 I I LOCATION N FIND. SOIL OR COA,PACTED FILL BUT IN NO CASE LESS THAN 8
B I I THE FROST LINE DopTH(4'-0'MIN)(CONTRACTOR TO
Aa VERIFY SOL CONDITIONS Lme;2 ALL FOOTINGS) M
CA�%'
' --------T—I I
-------- I ---- 1--------------- p 1 �� h 1 -STEG12PS
TmETERMINE
. LOCATIONS IN FIFA) O t C
------ ------ -----�-- ------- -------, I N �7 U LL I V A N
T.O.F:M. -- - -------- FEPLACE 4 DECK ARCHITECTS, INC.
WALL IT-0'X 17-0'
ARCHITECTURE(DESIGN-PLANNING
b1 1 1 O 201 EDGEWATER DRIVE.SUITE 215
M. -
1 I I WAKFFIFID,MASSACHUSETTS 07880
y , I
8 RM SLOPE SLOPE
i5'-0' 15'-4' .O.FOUND. a iV 1 e ,
a G RM. 7el:f781) 4u 1667 F-�81) om
www.osii Ener hects c
LIVIfS
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I I 1 O I I I T-0 IP we a ow loceuon u.aeaea.Pldeauon em
1 LINE OF ------- I 1 I A Is a aeslT amle4 m me teenldree locum
I I 315'01HW,LALLY L--J BEAM
L_------- -I I I � � O � Rewem�Po4leamMenY
rreRod.l^xlcle
h �~Perl V Po1>biletl MtroM Qle Vel[V:.
I I WITH TOP ABOVE
-J I AND TTOM PLATE I , r W-O' 151'10' 17-7 : \ b o 2006 0113,11 van/vcSlects rx.
ON 3C X 30'X IT
I C FOOTING 141..SLAB
TYP.( DETAIL) (3000 PSI MN) LIN
I I -ANDE2SEtT 2817 h GRAVE.OVER 6 MIN.COMP. i in ------1 I O II
v I BASEv NT SASH 17H - TTo�� IN I?
AREAWAY AS RE 8 97-6' , I 8'-0' -8' b'-4' 1 I Q I 1 DINING in
=WAY
TO I I 11
DETE12MIW LOCA'_ONS I i6 U
1 I I F LINE OF I I m I I I I
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ct
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�;' e' o Commons
2 i N LA�J I j4 KITC N I
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a I , T.O..9..AB I P'` 2X6 WALL 2X6 WALL in North Andover
f i �9 :6' m 7-4•
I I I
TILE CEILING OF THE -----
I b GARAGE E THE WALLS
a I I //) WALT.WONCREfE FND.1 20-XIO' 1 I 1
BETWEEN THE GARAGE E T_II. 5._O. 14'_4'
P-i I I �-4'CONIC SLAB CONT.CONCRETE I ' I SWf ELL-IlaY RECLIRS 8'TYPE
00 I I 0000 P I MIN)W/ FTG.[TYPICAL) I I `^ 1 •X GYP.BD.PROTECT - FLEX RM.
00 ( , FIBER REPF. , I - I TYPE a aMs ID. s/B' FOYER _ O� Floor P I a n s
()O 1 I OVER 6' IN COMP. ~O , I I TYPE X GYP.W.
In 1 I GRAVE_ 0 I ' WALL�� 1 7-8"
b , t 1 0 I , 100-0 1 , b 2 CAR
m a GARAGE
I
T.O.SHELF �1 i
2X6 WALL
N CIIip m
----- ---2f-0X 21-4I , -- i------ v
EDA iL
11
—————————— ———————
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3 I I j -------------- -- -------- b X I II I
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1 I L� om DROP WALL Iz I I yi T.O.S' ' ' WP.LL��• I 1 I I 6'-4' 7-
1 IE 99-z I Ioo-4" I
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O I RWOWTT. I , 100'-70'
L------ _--G -_J f4CNC. OD III III III III Q`e
COVERED PORC
- --------
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- ------ ---- - -----------.� L--�----------- -J I 518F. SI�DETAI C,A
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7-0' 17 9-6"M.O. 17 9l'MO. 17 l4'-10' T-2'
O 46.-0.
0 T-0' 27-0" 14"-10' SCALE: Scale: AS NOTED
FOUNDAT6'-0-ION PLAN 4ISSUED/DRAWNSY
h
0 Scale:,/4•.,.o FIRST FLOOR PLAN
� e��Aa�M
Snle:1/4• 1r_0- REVISED/REVISED BY
O 825 _
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y Fl all COJ:PEIE SMaLL fiE N DR'1'EKGVATIUI'RAP AWAY fSOLfD WATBt AS &w'BD®WtWE PPBRIC IW.WF]HNLL BE A49S 1pP ALL SIJCES IZ AtNp4JA gL1RgY
2
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SOOOPSFLPCUID5F8i5O1W�FOOi1 F¢�YAFii�SR�TB.FBtATIRgAT11E�RNGgRPACFSCMLl1EB1DPli6@AC/�pM Foz �,�aP�T�,AT�Au .,>s,,...�o„�N„�ro� DOOR SCHEDULE
'~ rn Ile eonoM aevAnoM oP mrreaoa Poomcs swul ee A MNMUd a.•o•ea.Ow mscE '�^T®. w Tte slexnnx oanww+��voWoe tw��x coos As�rAam o+ne cor+mecr o¢Aw.aG,.
t;raoe LDFA9,POOTNh"'i as REGAR®To R2Aw GODD 1LaRpG NUMBER TYPE MATL WIDTH 14EIGHT THICK REMARKS 06016
y DOME e m PRowo2 A aFAe mver P OM cemrbacNc sT®To aox03a co+ca2 a?hfAg3 As JOB NO:
CJ a a1 COry!%iE7C SULLL WV2 P MNa4A1 COM'QESSw2 61®{l41 OF 3.000 P51 AT 30 DAYS FCLows DI D&S WOOD SIL (Z 7 G-8' 1 3/4 4 PANE WOOD W/IT SIDELIGHT
li TMDROIaiiY CXAPACT T1E BDTTpA OF EXCAVATIOOS PRIOR l0 FDIa.Aa.G FOOTNGS. BOTTOM OF POOTR•ld 3•
In Msxuw Auowaa.2&1+-.r of eoMw2Te suu wT ole r. PEas ann watts I yr®eemr z Ar.s pw LJ4iGQ1 Baas) D2 DBL SWING WOOD (2)7-O' 6'-8' 1 3/4
i mall PQAOATION wars sM.0 Be ea.GTTYIJm evaLr OM e01M t;4e5 To R32v8+)LNBaAH[>D TIEe#oelsasgns swul t?B 0ar+51oslm acTual pn0 ARe nor ro Ao.LG®N 2mar oR2erlen 03 ENTRY MTLANSLL 3'-0' 6'-B' 13/8" 20 MIN RATED W/SBF-CLOSING HINGES
- — a— Lcao„S - __- _ SHEET NUMBER
n arrmr. sTBv4sx'Susca r-cvlmrA.cL-S cATgMs— —- - _ •_.
04-_- GARAGE MTL/INSLL 9'-0' U-O' 11/7 METAL OVIStICAD D00Q w/cio5et
1 p ALL R2NPORONG ROD^MD W.WF.SWLLL ff SEf>R®N PROPOHi POSOION ON dnRS(R�.:� —-- - - - -
�/LLL OpOTLL V�NSO2 TIE RaDNs SHNl BE WHL Rawl®GapVB WH01'3Y3102
TlIO4gAl.T COAPACf®W B'IAYHtS O�•h6OE MaTHiIILL M4Y 02115®F'ACO�fa3P TO TE 3 RE"'F°crs+c sTm.' eoLSTm�'as"^a+rAclua�Br vloaow sa w awxn co.oR amoav®I:oraL D5 DBL SWING WOOD 7-7-6' C-8' 1.3/8" A
Q 6EOTEOMCAI @1GNv.8t. aw r�sYa N a�xO T�iE uTESr 1.®EC�Fr�ATro s 82 cETaIID.PAs21u.Tm 06 SWINGLIDE WOOD 7-8' 6'-8' 1 3/8' / \— 1
07 SLIDER MTLJINSLL 6'-O" 6'-8' 13/8'
F
3
A 44
DOOR SCHEDULE B 3
N.ABH2 TYPE MATL WIDTH FEIGHT TMCK 12B,M S O ' S U L L I V A N
DI BJTQY MTL/INSLL a-U 6'-8' 1 3/4 4 PAPE WOOD W/17 SIDELIGHT
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(d 99STALLATION MAT BE FOLLOWED FOR ALL INGIN EERED LVLS.DROPP �p■ N
5 WOOD PRODUCTS' G.C.TO ADJUST FRAMINIG As XI . NO.HAItlIPTOIY,
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FRAMING AS TOILET OPENINGS 10)ANT WOOD W CONTACT WITH CONCRETE MLST BE (3)2X10•$ NEEDED FOR O A�
PRESSURE TREATED TOILET OPEMNIGS C��
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PLANS UNDBEAMS SHALL BE CONTINAXJ LY SLPPCRTED BEARING WALL BRING WALL "'•-F V
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TO FOLATION WALLS OR 000S.AS IN BASEMENT. DBL BELOW
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z T2.)BUILDING DESIGN LOADS ARE AS FOLLOWS
ROOF•50 PSF X g SCALE: Scale: AS NOTED
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2ND FLOOR CEILING 40 Pg
2ND FLOOR•40 PSF
IST FLOOR•500PSF _p (1)I%'X 9 1/4'LVL ISSUED/DRAWN BY
BEARING WALL-10 X HT OF WALL L37 Imo'X IB'LVLS. '�' HDR 8/8196
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(3)2XIOS JOISTS•IT O.C. REVISED/REVISED BY
O FRAMING NOTE i' CB MG p
TMS DRAWING IS A 6RAFHIC RE�RESEVTATION aF THE JOIST$•16'O.C.
S bD FRAMING FOR hd5 STRUCTURE CONTRACTOR SHALL NOT - -
SCALE THIS DRAWING FOR THE LOCATION OF FRAMING (D IV X 114-LVLS
N9JBS.MREF$2 TO THE PANS.M.EVATIONIS,AND
SECTIONS FOR DIMENSIONS AND HEIGHTS �1SECOND FLOOR FRAMING PLAN EeAm
PPORC14ROOF O15IRS 1FaOOR FRAMING PLAN 0601 6
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SHEET NUMBER
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