HomeMy WebLinkAboutBuilding Permit #Exception - 810-812 Salem Street 5/1/2018 (3) BUILDING PERMITo`"O RT s qti
.6
TOWN OF NORTH ANDOVER
CTION FOR PLAN EXAMINATION * ,�
REJECTEDw b T
Permit N0: Date Receivedq
VSs CHUS��,(`,
Date Issued:
IMPORTANT:Applicant must complete all items on this page
S In
t�
PROPERTY OaTUNER=, y
ftint
}
Pn
MSP NOK PARCEL` !. ZON°ING D1STRICTI-lis#otic District ,yes oL .
�"Machine Stiop Village ,�yes r no
TYPE OF IMPROVEMENT PROPOSED USE
Residential Non- Residential
New Building ne ami y
Addition Two or more family Industrial
Alteration No. of units: Commercial
Repair, replacement Assessory Bldg Others:
Demolition Other
Septic 1Netl 3Ioodpla�r Wetlands t Watershed Drstnct
ewer
's
.. h .
DESCRIPTION OF WORK TO BE PREFORMED:
i
f��•t� �4-�� l�c�T/�lkl� 6,�,Pa l i�
Identification Please Type or Print Clearly)
OWNER: Name: S'1— CYr A15-4-w«� Phone:
Address: v Ari- �� �� ti 3r��., .v _-17', 1/1Vex yice-
Y
CONTRACTOR Name 4W
.�;r���. � . .hone.
a -
f
AddresswA
,/.f""��'' . %✓
Sapervjsor"s Gonstruct�on License - �+ _ exp
x
Horne IrrprouemenrL�cense . w� exp Date ..ro.� . _} =
AptGH TEGT►1`A1��PL R ���J Amt/irei-4- Phone: 5�� ��f3 1�/3/
'7"1R�7-177-C'�l"1't-1 V"�77T�L1
Address: 7y .WX _:q�C '�yytK r,.t 4 Reg. No.
FEE SCHEDULE:BULDING PERMIT:$12.00 PER 6$1000/00.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F.
'0
Total Project Cost: $ ��1 ��q X i,�s;) FEE: $
Check No.: Receipt No.:
NOTE: Persons contracting with unregistere contractors do not have access to the guaranty fund
.9 6'of Agent/Owner x Signature o: contractor `
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
❑ 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
I
,ore," ala,)•r iii' gveveYtSt-?
ti
Ea:ns:S:ubmitt Plans Waived Certified Plot Plan Stamped Plans
TYPE OF SEWERAGE DISPOSAL f
Public Sewer Tanning/Massage/Body Art Swimming Pools
Well Tobacco Sales
Food Packaging/Sales
Private(septic tank,etc. Permanent Dumpster on Site
THE FOLLOWING SECTIONS FOR OFFICE USE ONLYII
INTERDEPARTMENTAL SIGN OFF - U FORM
DATE REJECTED DATE APPROVED
PLANNING & DEVELOPMENT
COMMENTS
DATE REJECTED DATE APPROVED
CONSERVATION
COMMENTS
DATE REJECTED DATE APPROVED
HEALTH
COMMENTS
Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes
Planning Board Decision: Comments
Conservation Decision: Comments
Water & Sewer Connection/Signature &Date Drivewav Permit
Located at 384 Osgood Street
YFIRE:DEPARTMENT TMP Dumps#er on site es t
ocated-at 124'Mam s treet
-F2k6 Departmen#Signa#ure/dfi
ate Y
Y
COMMENTS
l
Dimension
Number of Stories: Total square feet of floor area, based on Exterior dimensions.
Total land area, sq. ft.:
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
Doc.Building Permit Revised 2007
I
Zoning Bylaw Review Form
Town Of North Andover
Building Department
1600 Osgood Street, Building 20, Suite 2-36
North Andover MA. 01845
9SSACH°S�t Phone 978-688-9545 Fax 978-688-9542
Street: 810-812 Salem Street, Lot 15-1
Ma /Lot: 65/15-1
Applicant: John Carroll
Request: New single-family dwelling after razing existing dwelling.
Date: 10-26-07
Please be advised that after review of your Application and Plans that your Application is
DENIED for the following Zoning Bylaw reasons:
Zoning District: R-3
Item Notes Item Notes
A Lot Area F Frontage
1 Lot area Insufficient 1 Frontage Insufficient
2 Lot Area Preexisting 2 Frontage Complies X
3 Lot Area Complies X 3 Preexisting frontage
4 Insufficient Information 4 Insufficient Information
B Use 5 No access over Frontage
1 Allowed X G Contiguous Building Area
2 Not Allowed 1 Insufficient Area X
3 Use Preexisting 2 Complies
4 Special Permit Required 3 Preexisting CBA
5 Insufficient Information 4 Insufficient Information
C Setback H Building Height
1 All setbacks comply X 1 Height Exceeds Maximum
2 Front Insufficient 2 Complies X
3 Left Side Insufficient 3 Preexisting Height
4 Right Side Insufficient 4 Insufficient Information
5 Rear Insufficient I Building Coverage
6 Preexisting setback(s) 1 Coverage exceeds maximum
7 Insufficient Information 2 Coverage Complies X
D Watershed 3 Coverage Preexisting
1 Not in Watershed X 4 Insufficient Information
2 In Watershed j Sign
3 Lot prior to 10/24/94 1 Sign not allowed
4 Zone to be Determined 2 Sign Complies
5 1 Insufficient Information 3 Insufficient Information
E Historic District K Parking
1 In District review required 1 More Parking Required
2 Not in district X 2 Parking Complies X
3 Insufficient Information
Remedy for the above is checked below.
Item# Special Permits Planning Board Item# Variance
Site Plan Review Special Permit Setback Variance
Access other than Frontage Special Permit Parking Variance
Frontage Exception Lot Special Permit G-1 Contiguous Buildable Area Variance
Common Driveway Special Permit Height Variance
Congregate Housing Special Permit Variance for Sign
Continuing Care Retirement Special Permit Special Permits Zoning Board
Independent Elderly Housing Special Permit Special Permit Non-Conforming Use ZBA
Large Estate Condo Special Permit Earth Removal Special Permit ZBA
Planned Development District Special Special Permit Use not Listed but Similar
Permit
Planned Residential Special Permit Special Permit for 2NU Unit
R-6 Density Special Permit Special Permit Pre-existing, Non-
Conforming
Watershed Special Permit Supply Additional Information
The above review and attached explanation of such is based on the plans and information submitted. No definitive
review and or advice shall be based on verbal explanations by the applicant nor shall such verbal explanations by the
applicant serve to provide definitive answers to the above reasons for DENIAL. Any inaccuracies,misleading
information,or other subsequent changes to the information submitted by the applicant shall be grounds for this review to
be voided at the discretion of the Building Department.The attached document titled'Plan Review Narrative"shall be
attached hereto and incorporated herein by reference. The building department will retain all plans and documentation
for the abo file.You must file a new (ding permit application form and begin the permitting proces .
/�,9 66)7
Building Department Official Signature Application Received Appli ation enied
Denial Sent: If Faxed Phone Number/Date:
Plan Review Narrative
The following narrative is provided to further explain the reasons for denial for the building permit
for the property indicated on the reverse side:
Review Reasons for Denial & Bylaw Reference
Form Item
Reference
G-1 A Variance from the North Andover Zoning Board of Appeals is required from:
117.1.1 Contiguous Buildable Area(CBA)
As of April 28, 1986,the area of any new lot created,exclusive of area in a street
or recorded way open to public use, at least seventy five(75)percent of the
minimum lot area required for zoning shall be contiguous land other than land
located within a line identified as wetland resource areas in accordance with the
Wetlands Protection Act,Massachusetts General Laws, Chapter 131, Section 40
and the Town of North Andover Wetland Protection Bylaw, Chapter 178 of the
Code of North Andover. The proposed structure must be constructed on said
designated contiguous land area."of the Zoning Bylaw for relief from the 200
foot riverfront zone of Mosquito Brook in order to construct a single family
dwelling.
Referred To:
Fire Health
Police X Zoning Board of Appeals
x Conservation Department of Public Works
x Planning Historical Commission
Other BUILDING DEPT
ZoningBy'lawDenia12000
1ne uommonweairn oflvlassacnusetts
Department of Industrial Accidents
Office of Investigations
600 Washington Street
Boston, MA 02111
s� www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name (Business/Organization/Individual): Jz*0J 64(y iy. Co�J�7(L/JCT D l�
Address: U t N-110 s , �ylTE-L_
City/State/Zip: , Phone #: 77_ FS/
Are you an employer?Check the appropriate box: Type of project(required):
1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑ New construction
employees(full and/or part-time).* have hired the sub-contractors
2.X
I am a sole proprietor or partner-
listed on the attached sheet. $ E] Remodeling
ship and have no employees These sub-contractors have 8. ❑ Demolition
working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition
[No workers' comp. insurance 5. ❑ 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 11.❑ Plumbing repairs or additions
myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs
insurance required.] t employees. [No workers' 13.0 Other
comp. insurance required.]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
fi Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
:Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name:
Policy#or Self-ins. Lic. #: Expiration Date:
Job Site Address: City/State/Zip:
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 coverage verification.
I do hereby certify under the pains andpenalties ofperjury that the information provided above is true and correct.
Si nature: Date: Az Y--le-22
Phone#: �� /
Official use only. Do not write in this area, to be completed by city or town official
City or Town: Permit/License#
Issuing Authority(circle one):
1. Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6. Other
Contact Person: Phone#:
BOISE"
BC CALCO 9 DESIGN REPORT - US Wednesday, May 04,2005 08:32
Quadruple 1 3/4" x 9 1/2" VERSA-LAM@ 3100 SP File Name: BC CALC Project:FB01
Job Name: die-- Description:
Address: 21 Specifier:
City,State,Zip:hVROMWe Designer:
Customer: Company:
Code reports: ICBO 5512,NER 629 Misc:
s I i
a
"� rx+,c R '.;`." �•, T °:"+ j '� e' �� ,z s F t .'.X°, `'�.(�r. t k t« •''`i.�
R^@ --•'"r ars° "°� v.xg�.?.,. .< 8..a 'a.` .L�?; � „i,.a�, �2'.. S�`.5c3r x .`:t u .1:. �..�4fl "a �; �r. "s�� � ��i
BO B1
LL 4290 lbs LL 4290 lbs
DL 1945 lbs DL 1945 lbs
Total of Horizontal Design Spans=11-00-00
General Data Load Summary
Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur.
1 Standard Load Unf.Area Left 00-00-00 11-00-00 Live 30 psf 13-00-00 100%
Member Type: Floor Beam Dead 10 psf 13-00-00 90%
Number of Spans: 1 2 int wall Unf.Lin. Left 00-00-00 11-00-00 Live 0 plf n/a 100%
Left Cantilever: No Dead 75 plf n/a 90%
Right Cantilever: No 3 attic walk-up Unf.Area Left 00-00-00 11-00-00 Live 30 psf 13-00-00 100%
Dead 10 psf 13-00-00 90%
Slope:
Controls Summary
Control Type Value %Allowable Duration Load Case Span Location
Pos.Moment 17147 ft-lbs 61.4% 100% 1 1 -Internal
Disclosure End Shear 5255 lbs 40.9% 100% 1 1 -Left
The completeness and accuracy of Total Load Defl. U354(0.373") 67.9% 1 1
the input must be verified by anyone Live Load Defl. U514(0.257") 70.1% 1 1
who would rely on the output as Max Defl, 0.373" 37.3% 1 1
evidence of suitability for a Span/Depth 13.9 n/a 1
particular application. The output
above is based upon building Notes
code-accepted design properties Design meets Code minimum(U240)Total load deflection criteria.
and analysis methods. Installation Design meets Code minimum(U360)Live load deflection criteria.
of BOISE engineered wood Design meets arbitrary(1")Maximum load deflection criteria.
products must be in accordance Minimum bearing length for BO is 1-1/2".
with the current Installation Guide Minimum bearing length for B1 is 1-1/2".
and the applicable building codes. Entered/Displayed Horizontal Span Lengths)=Clear Span+ 1/2 min.end bearing+1/2 intermediate bearing
To obtain an Installation Guide or if
you have any questions,please call Connection Diagram
(800)232-0788 before beginning Consult project design professional of record or BOISE technical representative for connection design
product installation. Member has no side loads.
BC CALC@, BC FRAMERO, BCIO, Connectors are: 1/2 in.Staggered Through Bolt
BC RIM BOARD-, BC OSB RIM gg g
BOARD- BOISE GLULAM-
a minimum=2"
VERSA-LAMO,VERSA-RIMO, b minimum=2-1/2" b - d
VERSA-RIM PLUS@, c=5-1/2"
VERSA-STRAND-, d=24" 8 • • •
VERSA-STUD@,ALLJOISTO and
AJSTm are trademarks of
Boise Cascade Corporation. c
Page 1 of 1
BC CALC®2003 DESIGN REPORT - US y,May 04,2005 08:21
BOISE" Wednesda M
Triple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: gordie.BCC: F1302
Job Name: Description:
Address: Specifier:
City,State,Zip: , Designer: R Cross
Customer: Company: Jackson Lumber&Millwork
Code reports: ICBO 5512, NER 629 Misc:
Standard Load-40 psf 115 psf Tributary 13-00-00
3 lar 3� G .y »aa r we .
asWiliff 2
a' zr.. gj F
,„,�hs
12-10-00 09-06-00
BO B1 B2
2857 lbs LL 7391 lbs LL 2207 lbs LL
1070 lbs DL 2971 lbs DL 627 lbs DL
Total Horizontal Length-22-04-00
General Data Load Summary
Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur.
S Standard Load Unf.Area Left 00-00-00 22-04-00 Live 40 psf 13-00-00 100%
Member Type: Floor Beam Dead 15 psf 13-00-00 90%
Number of Spans: 2
Left Cantilever: No Controls Summary
Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location
Moment 12123 ft-lbs 57.9% 100% 2 2-Left
Slope: 0/12 Neg.Moment -12123 ft-lbs 57.9% 100% 2 1 -Right
Tributary: 13-00-00 End Shear 3351 Ibs 34.7% 100% 4 1 -Left
Cont. Shear 5045 lbs 52.3% 100% 2 1 -Right
Uplift 21 lbs n/a 4 2-Right
Total Load Defl. U419(0.368") 57.3% 4 1
Live Load: 40 psf Live Load Defl. U553(0.279") 86.8% 4 1
Dead Load: 15 psf Total Neg. Defl. -0.08" 16.0% 4 2
Partition Load: 0 psf Max Defl. 0.368" 36.8% 4 1
Duration: 100
Notes
Disclosure Design meets Code minimum(U240)Total load deflection criteria.
The completeness and accuracy of Design meets User specified(U480)Live load deflection criteria.
the input must be verified by anyone Design meets arbitrary(1")Maximum load deflection criteria.
who would rely on the output as Minimum bearing length for BO is 1-1/2".
evidence of suitability for a
Minimum bearing length for 131 is 3'.
particular application. The output Minimum bearing length for B2 is 1-1/2".
above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing
code-accepted design properties
and analysis methods. Installation Connection Diagram
of BOISE engineered wood Consult project design professional of record or BOISE technical representative for connection design
products must be in accordance
with the current Installation Guide Connectors are: 16d Sinker Nails
and the applicable building codes.
To obtain an Installation Guide or if a=2"
you have any questions,please call b=3„ b d
(800)232-0788 before beginning c=3-5/8" a
product installation. d=12"
BC CALC®,BC FRAMER®,BCI®,
BC RIM BOARD TM,BC OSB RIM C
BOARDTM, BOISE GLULAMTM
VERSA-LAM®,VERSA-RIM®, • •
VERSA-RIM PLUS®,
VERSA-STRAND T"'
VERSA-STUD®,ALLJOIST®and
AJSTm are trademarks of
Boise Cascade Corporation.
Page 1 of 1
Permit Number
REScheck Compliance Certificate Checked By/Date
Massachusetts Energy Code
REScheck Software Version 3.6 Release la
Data filename: C:\Program Files\Check\REScheck\CL-334.rck
PROJECT TITLE: CL-334 / 25-07
CITY: Methuen
STATE: Massachusetts
HDD: 6322
CONSTRUCTION TYPE: 1 or 2 Family, Detached
HEATING SYSTEM TYPE: Other(Non-Electric Resistance)
WINDOW /WALL RATIO: 0.14
DATE: 02/11/05
DATE OF PLANS: 02/10/2005
PROJECT DESCRIPTION:
26 x 36 Colonial
2,248 sq. ft.
DESIGNER/CONTRACTOR:
John Carroll Builder
1501 Main Street - Suite 15
Tewksbury, MA 01876
978-8514851
COMPLIANCE: Passes
Maximum UA= 385
Your Home UA= 380
1.3%Better Than Code(UA)
Gross Glazing
Area or. Cavity Cont. or Door
Perimeter R- al R-Value -Fa t r IUA,
Ceiling 1: Flat Ceiling or Scissor Truss 1313 30.0 0.0 46
Wall 1: Wood Frame, 16" o.c. 2296 13.0 0.0 160
Window 1: Wood Frame:Double Pane with Low-E 273 0.390 106
Window 2: Wood Frame:Double Pane with Low-E 12' 0.370 4
Door 1: Glass 40 0.350 14
Door 2: Solid 20 0.350 7
Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1292 30.0 0.0 43
Furnace 1: Forced Hot Air, 80 AFUE
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 REScheck Version 3.6 Release I a(formerly MECcheck) and to
comply with the mandatory requirements listed in the REScheck Inspection Checklist.
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 125%of the design load as specified in Sect' s 780CMR 1310 and J4.4.
Builder/Designer Date �"l/'
IREUScheck Inspection Checklist
Massachusetts Energy Code
REScheck Software Version 3.6 Release la
DATE: 02/11/05
PROJECT TITLE: CL-334/ 25-07
Bldg.
Dept.
Use
I
Ceilings:
[ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation
Comments:
I
Above-Grade Walls:
[ ] 1. Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation
Comments:
Windows:
[ ] I 1. Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.390
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? ( ] Yes [ ]No
Comments:
[ ] 2. Window 2: Wood Frame:Double Pane with Low-E, U-factor: 0.370
For windows without labeled U-factors, describe features:
# Panes Frame Type Thermal Break? [ ]Yes [ ]No
Comments:
Doors:
[ ] 1. Door 1: Glass, U-factor: 0.350
Comments:
[ ] 2. Door 2: Solid, U-factor: 0.350
Comments:
Floors:
[ ] I 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation
Comments:
(
Heating and Cooling Equipment:
[ ] I 1. Furnace 1: Forced Hot Air, 80 AFUE or higher
Make and Model Number
Air Leakage:
[ ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] When installed in the building envelope, recessed lighting fixtures
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.
ui
L
2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfin (0.944
Us)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/fit pressure difference and shall be labeled.
I
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-factors, and heating equipment efficiency must be clearly marked on
the building plans or specifications.
Duct Insulation:
[ ] Ducts shall be insulated per Table J4.4.7.1.
Duct Construction:
[ ] All accessible joints, seams, and connections of supply and return ductwork located outside
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.
[ ] 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 of the heating and/or cooling input to each zone or floor shall be provided.
Heating and Cooling Equipment Sizing:
[ ] 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.
Circulating Hot Water Systems:
[ ] Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
[ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20%
of the heating energy is from non-depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
[ ) HVAC piping conveying fluids above 120 T or chilled fluids below 55 OF must be insulated to the
levels in Table 2.
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pie Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature Up 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
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range(F1 2" Runouts 1" and Less 1.25" to 2" 2,5" t "
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
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
NOTES TO FIELD (Building Department Use Only)
Project :
Floor — Calculations
F/oor P/an
Le�[h QJ
L X!U-rk?v
,4rea of'f/oor over uacoad/l/owed�unhBat�d�epace Q X!UJ
K
t4 k Z4
- ,4ns�o/'!/oar oyer outs/de�/r Q X!V�
Tota/
.gib
Z f�
LI
T fl
✓alaw/uad loo/J pul=",PH X Zd
/" /a/
(Zdl Z a97aru/gad t .� t * 1� _(/dl/aa�awr✓ad
goo/�,nuL,
8 mg/a/-vo/v a YFT=77OvFzW "
d
suoi } ojnojD3 — JIDM
�s
Project
Ceiling — Calculations
F/�l CP,_/!![X� Yau/ted or Gathe_dra/Ce///o
F -----------�
5ectlon -----------�
/Uork,Qre�
,4tt�L,4GCBSs Area=
Ge///n,q erect ca/cu/atlo v
d?*6
S4& rOtai
Qtt/c,4ccess to be deducted= ---
Project : �Lo
Window & Door - Calculations
rayls of ansae for Doub/e flog mR'oss ray/e of"m!or Cas Iml m/ndoma
,goprox. !!//df h
1'10" 2'2" 2'6' 2'8" 2'10° 3'0" 3'2" 3'4" 3'6" 1'5" 1T 2'0" 2'4" 2'10" 3'0" 3'5" 4'0" 4'9" 6'0"
3'5' 6.3 7.4 8.5 1 9.1 9.8 10.3 10.9 11.4 12 2'0" 2.8 3.3 4 4.7 5.7 6 6.8 8 9.5 12
3'9" 6.9 8.1 9.4 10 10.6 11.3 11.9 12.5 13.1 2'4" 3.3 3.9 4.7 5.4 6.6 7 8 9.3 11 14
4'i" 7.5 8.9 10.2 10.9 11.7 12.3 12.9 13.6 14.3 3'0" 4.3 5 6 7 8.5 9 10.3 12 14.3 18
4'5" 8.2 9.6 11 11.8 12.6 13.3 14 14.7 15.6 3'5" 4.8 5.7 6.8 8 9.7 10.3 11 .5 13.7 16.3 20.5
14.3 15.2
15,8 16.8 40' 57 6.7 8 9.3 11.3 12 13.5 i6 19 24
4'9" 8.8 10.3 11.9 12.7 13.6 .
�
5'1' 9.3 11 12.7 13.6 14.4 15.3 16 16.9 17.8 5'0" 7 8.4 10 11.6 14.1 15 17 20 23.7 30
5'S' 10 11.7 13.5 ' 14.4 15.5 16.3 17.3 18 19 ti 5'5" 7.7 9 10.8 12.6 15.3 ' 16.3 18.5 21.7 25.7 32.5
Ga/cu/atf0n ta5/e!or D.N. abdoma Cis/cu/at/icn MWdr!or Ce"md xkdours
/Jolt 9lze Aced Of U119 X q iRy Sub fatal Un/l s/ze An;eo/unR X qudn/!y • Sub Tole/
3 K50 Ao Its
210x�s 12, E 8 1���
Txx4
rola/ 2"�3, rota/
Caleu/albn fay/e!or G/e�ea Dooms Ca/cu/alma fay/e!or ofhBrq/azo
dNl s/zs Ansa of un/! X qua�/!y Sub total 447/1 5&-- Alw of unk X qua�/[y Sub Told/
JejX6.6 MA
rami
Ca/cu/at,(�n fay/e!or exterbr doves '
Daar else Arae alunR X quen/ly Sub Told/
2'6" = 16.7 5'0" = 33.4
2'8" = 17.8 6'0" = 40
3'0" = 20 8'0" = 53.4
Height = 6'8"
�lce�o„vmzomuiea� a�,/�aaaac�u�aelta
Board of Building Regulations and Standards
Construction Supervisor License
Lic s\CS 52289 i
i lrihd te5/1958
009 Tr# 14314
- 3
estrdC to
JOHN H CARROL^ f
I 1501 MAIN ST#15
i
TEWKSBURY,MA 01876 Commissioner
: t� ' .��i Y..1_-•=--'�- 1Y-'��� �1�,— i1,--- Ll;.��_L.r. '1±-r!
{�.i_I � ' k i 1.I i I��'� ,1. 1 �1:� .'.t
���.e�..�. I—_— IT, :�..;.rrrr
I_._;. 1 r_.i. __ i.
C � -
.. G _i t`E ;� .- �
TI
it
IT
— J
L7
� ',' _� r, ,' 'r -
--�—
® _- ® -_- - ® - ® = ik
LLU
a — -- -- ---- — l 1
iT1 i I it I I H I I If I
- — --- -- I . ,' it
-- - _ - r-1 F-1 -
S► L� _ - _ LU
-
�� Liil _ -
�� Flvt --
��' �L�l ,�tpprox_
' ED�
{ I 1 I 1 I
C I 1 1 1 1
1 1 1 1 1
I I I 1 1 1
1 1 1 I 1
1 1 11 1 I
1 L--------------I I 1 i
Basement '
1 I � 1 I
r1--------------------------T --------------------��--------------------------Lr-----------1 �-
1 I I 1 ,
1 ,
i 1
, 1
ap ------- '
r� ��ation
Contractor/Bui/a'er-'
4//d/mens/ons AV be/'/e/d ver/f,�d and cheng'es made acco�/r�y Drauin By-
Exter/or seing, tNm mou/d/n fs and deta/ls are per bu/lder spec/!'/cat/ons
yrac% /s.�homn as /6 below fop of!ouna'at/on P.O.Box 50b6, �tndove� /Y4 01910 -A 978-4741855
J"�wksberr �� oI8/o !!/indoor 4'Doons= Mf'% size, design, layout are/detairsperbui/dem flOuse #/P%/ecf #
� lUhen th/s drar�/r�,� Il x/7, /t /s the sca/e as /nd/sated,
OnAWh rpt out date= O?/IO/05 C,4
m'3m34 /25mlO` 7
/4
--- _ -
LEE H
- ------ -
-Mr
a
,
Notes"
�' �l//d�Ynsr�s,bns to bs f/s/d vsrh'/ed ar,�a'charx�ss maws�co�ta'/rg/y,
�' Extsr/or Ski'/req; Trhn, 1'1ou/d/nq.�and Data//'a^s psr Bu//dsr Spec�Ylcat,fvn9
f/n/shgrads ahomn a6 /6 pbe%ry top of founddmom
l!//odour 4000rs= Mf% .S&&,Desgn L�411 WdPeta//sperBu//der:
# lUhen
Ab drwkg/s //x/, /1,& the sca/e m �a',rc�sted.
# Oraruvrgprs7t out date= 0110/105
1B0" 110"
84° L34" 6B"
r --------------------- ------------------------------------- ------------------ ------------------------------------------------------------- I
IF
�r----------------,----;—j--------------------------------------------------- ---------------------------------------------------------- 1
1
18X/3 ?8X/3 1
a ; `�' ; _ Garafige F,ncsfi �-•I �' �
• `� � _- gypsum rua//bo�•d o 1
1 0
� "•" ;� � Ongarage S.L�e � i i i
C allh pproved vkpor _
It
D ; 60" 7D" 7b"
FLA
;--j--- ;--1--- ;; ; -- ---�. P. ;--�---; ;-- ---; ;--- ---
' _
'
ml
_I — — '------' '------'
p x A,
Beam Pocket
"dp. Fty:
s/opelor15*1r09-6
' (w- /3/4"x 91/,? g
1
1 L YL Center Beam
,Sp//cea located over
O
"I
Door
Rs
1 ' �r/!h 4"Step doma,h garage � I
r--------------------------------------� 1
1
.(J"Corte Foundalcon
1 r:
w/Pfi dampproorc�9 ' -------------------------------------- a
L ----------------------------------; H• L-_------------------J ----------------------------------- -
1 _
1
L--------------------------------J
Lab" Z3 /40"
500"
# Q//dfm.-,w/oa8 lobe 1;&/d venll'Yed end cheeses made osrcona'V64
# Yer/ly lha(oru&Aca'door 1vugh
# Under S/� Y or Bar/ems- g411Ab m �u/atue
to , _CIL 2 0
# Conc�te S/A�? Conlio/..0*ta-,AS =30& (maz,1
,4t of o,-,M /ager than V/ee4
# Prov/de a m/nhnum of d opera6/e ru�doars for eves X00 scJ FL
�' She condiliona shall defeirni� the need lar loundal,�n dra,�age
Da�ipproolinq sha//be p/gid fh�m !op of 0471hq!a lRfshgrade.
!//hen th/s dl,W,07q is x/y f is the sca/e as /nd-9ted.
�' Oraru/`igpr�it out date oZ//D/o5
/4P4"
4B" 50" 6 '9�" z3r0"
Ai� 1 1
i
pom nin—ninn—inniiii— --------------
inin -in
IREM.—M
?%O"X35" - 1 L O Q - - 6 0".SL/D/NG ??"X d9" '2?"X 49" in
ILa --- '
r 11
.4Ct[!a/Ge7�TB�/c /Ol1f Q
-
�t1-76 a -ii F.21
36" 38f3" ?6"
nl � =
A
im.n.arm-I -------- REM Ad,9716t
a �+ r/ Yau/fed Ce/%
,f
ar ——————
a� o _ 4
_
- y
oH.3 _ = o
IV117
,y = 9' - - - - - - - - - - - - - - _
Hi
- a =
s�
2e 'FOYy
, A / A -
- 1/O X 49
O
Post
t '
36
/30" 140 /3a" 40" d O" 40"
J
36 0" /40"
/Votes- 500"
"' .4//a'ifiens/ons to be f/,-/d ver/f',Laand chWgea made accon9/ng 6
Yerr� lU,hdour and Door Rough Open/nes ru/!h manufacturer,�pecalf�ns. / �`��1.
e Tempered G/azv�5fia//be�sfa//ectal a//mire%vrs located near CL r�3�' / r pldw
fobsd uifiipao/s .4rx��/az%oy located c%ser than/B fa the f/aor
# !!/hen th/s dravhig 15 //x/y it fs the sca/e as 07dfcated_
# .fY�. :✓ �.
Ora mgPrfnf out dale O?/x/05 rL•
5%Dd" B6' 86' /3P4"
5b' 36" 3f' 50 7P4 b0'
FF
A2'X35N 1IO X35
Up
58 X 45
O
Z4�191k -117
as �q , 3�droom 3 0
114,
�74e
IV
5 "`
� � o h
h Post Post
PostSit
-- D ---- p
® C/® t = G`/®sit = IN
I'
_
- zb
P
t Post
•' 36" 60N 36 " 5b" 50N 36" 60" 36"
IL'2 /34"
36 O"
ar
# Q//d/�ens,�ar,amn7fow�
Yer�➢'y a%a'poor Roilh Dpen/ e ui/Yh mayxrFacEr ver 5pec�',�at,�ns C� T
Tempered is/az�ig -'ha//be ,lista//ed at a//ur/rxa'ows /ocaEed near //4'
tubs a7a'whf�oo/8 �lr�q/az/nq located c%8er than/B'to the F/oor:
# !!/hen M71,4dr,wl,7g�15 //x/7, f & the sca/e as hull ated_
A = 95,6
# prAvv print out aat8= 0.7/v/05
Meta/Ori midge
- - - - - - - - - - - - -
- - - - - - - -�/celUaferSh,�1d -
z a
Composite Roo/rnq
- RegL -
.� - - - - - - -
Ll I
11 RIC
-�-/nd/camas roo!'s/ope dt�ctlon ana'Pitch yi l?Niches.
CL 1.3-4- ,d ffic
M271&s
# A//dh7eWk7,s to be f�/o'ver/f',�d ovaa'chat�es made accona'' /y_
# Yer'y lUNa'o�ar�a'Door Rough Openiix�s ur/ih Marwtacfrv�sr SpBc/l�at/ons
# Smohe Defecfo�s�//be located/n!Ua/.F !Jn,4tt/cB
# RooF/�q mater/a/aper Bu//der Spec/i'bat,�on8
# !!/hen this dra kg is //x/7, f is fhdr sca/e az ba colad. _
Dr asngprlii out data= 02110/0-4
Fir
Beam - In, Al
ERPE&Ptm:l Up- We 4t
Ss
z /Votes=
.............
-111F
...................... .............
-e ,d//dimensions toba 1*1;--Id v,-rl'L-d a-,d changes R,&Ve 411 /0 tv 16O-C, vwo,/
"/C't
�ifoirnai/on and con!/gurat,(�n on/y_
the resvonsb///ty ol-the
I
Or
1&d,�ataf some shove
.ge,& 11x/7,
D,,W/Vpr*f out dale=0211010-6
r.
- - -
-
11
- ♦ nom � - -
............ ...... ..........
fl
.r:
Ll
0
{
Nofes=
# , 11 d/menakm to be//e/d v.rrL-d end chimes mgde ,Q//m8mbam als 1 x "o.C. (UW a)
J
# mhown lbr AIo' m ftkw ad co*-k? /oa onsFlgPm� elhoaa
aft the fVspoMabi/�y 01 1170. gala//er,
# $earNiq- ///1"(mm�i/on mood or meta/ //.¢"=ILI
# .�78 I :/raa'�afes Beam Numbar
# o -/ndicates ma//s be/ow/tamir!q:
-/nd/calee ma//a a5ove/Yamyiq,
# fUhen th/a :;0-AVA!5 ,; //x/%/1,4; the ace%JS /nd�eted
# Draru�prini out date=o1�//ro5
I I
------
- I I
Ll
O�BB=
# 4//dhiens/om to be!,-/d veriTied a7d chimes made 9ccordkV66
# fr"ftg P/a►�a a 6hor�n!or�i/ormat fin afnd conl�urat/on ons
.4ctua/fram�iy methods" the Imloon6b///ty o!the yiata//er,:
.4//member a e?x g9 10"O.G_ (11,1v-6v
# Beam= /U?"rin)Ol on arood or metal
�' C � -/nd/catee ma//�be%ui framyig:
-/nd/catee ma//s shove#dlffOny
# 411hen th/a drawing.& 1/x/7/f AS the scale as ind,E7atBd0 ,
I�ra�rlligpr/ist out date-02/V/05
i
i
,
r
,
,
,
,
,
i
,
,
,
,
,
,
,
,
,
,
a �
,
i
,
i
,
,
l .
,
,
t
,
,
i
,
,
,
i
It L �7_Tl "-Z= IN
-----------------------
,
,
i
,
,
,
i
i
i
,
,
,
,
i
?x/?iP,�age Baa7a'
/Valee- .4//members&z--2x/O if 16'0,C, R/.M.O,I
# ,4//a'hnens,(cns to be�,�/d YerN�d and changes made accor�a',tng�/y. � � •
# framing P/ons a-e shoran!br ff/'onnW1O,7 A7d coafquralA::n 0,761
.4clua/iram�'methods a� fhe respons,bi7ify o!the ,vista/ler. U4"=!O p
# Bei=.sem'= ///?"(msx,Jon ruoad ar melel
# lUhen
1h,&dr&OV A& I/x/7, R & lha scale as indoaled, Dormer Detail
# Dra-rr,�igpr�fnl ouf dale-O?////05
Reg& Yent(cont/►irious) Finsh fYoor
?x/ZRtdge Board S/mpson Strong=rte - --- SubfYoor
-- -- /,630(/each s,Cds l ,
or equa/ Header
12 /xBCo/%rT/e c,------
sr7 4b"O.C_ '
10 1x4 Header
a i
RDD/ing
,Stat str,¢iger
16 a-a
,4 ilk-Floor FhwAg �ag
a 3/4"T Sfieat/i 5LO/i1' fop Oeaw
-- -- 9r
fascf� tread
4= ,'�" S0/rif�u/lrentHig F`�-44.
c'------
4=� ,' J�•ecOf10'f/OOr f1'�fl�' BUppOrtd cBntra/
/6AO.C_ f/eader
p - - _ Extenhr 411,711E—Locate//oor header
to Mernect ra/fh
4=_ ' ?x/O So%Cd f,�-e$/ock,Yig 5heathiiq bOttOm O/SL',�79'c�
4
4=� -5Z
3/4"AU Sheath
2x/0 t9,(6 r O.C_ ,Sansom/GCS
m O ;_� ' 1 x v Sol l AF w glocic (/l-..?x.6 6 (1.T,1 co umn La//y boflom�b e
'� ' plate embedded
�--,- -
Grade v 4= ,' X- /Y/4'x9//7"
�
L YL center Beam
4 '" '' 3//7"da:La// Column �rddampproo/ixq
Basement �_',,' ui/vaporbarlerbeneath
,4// to be 41a(verr'ea'and charxges made
/`latero/s azsperBui/der Spec�"ications.
# &/hen this drAvIig is //x 17, ,f/s the sca/e as Pd/cated //4"=/b"
# orarrr s7g prier out date= 021V/05
{
RC�'ge Yent(cont,�iuou6) 8 -/6d nai/s
per connectan
1x,C?Rk�ge Boad
A� s
cr equal
10 (5l-/dd na//s aach s/de
�fora/lf,�n
Yo�ulfed C�sf//��9'
R404 /V
ClAV Frames //?"P ood Cor scflor� rVBLQf/
5oly'�f ui/rienf
°A Exterior lUa//
//1"Sheafhd�
A&I F/oor Frammc�'
3/4"TVG Sheath/ny
Fhsf ?x k7 q 16"a,a
- - ?x,(O 8o%G�Fi-e B/ockkig 3///
� A rox. #.Latera/Brgc,G� !//-?x d /LTJ
Grade 4ql-/3/4"x 9//1"
�Gara�e Finasir-5/8"Type -X L YL CenferBeam -
/!/a//boa d on the Garage s e% 3//?"dia La/�co/amV"Cont_ Fa'n_
"err_x V',Ip_Ff y:
"(m*-)Concrete✓$/,
Bysement w/v�orbaTrerbeneath
9
a�' d//a/�neras,�r� to be f;�/c�'veilf7ed and cfignges m�a'e arcona'�/y. '
# /`�afer/a�s areperBu�/der Spec�7'Ycat,�ns. ;
# lUhen the drm,4iq/s //x/T, /f /e the Bca/e ao �d/c�sfed.
# DreruggprgiE out date= O,EIV105
z
z
1 ,
le
1 1
?x B(P_.rl sF7/6'O.0 Star/ocaf�n, number "
/O p/t Conc�te P,�r
' 9 ,
P4, vay due to '
__- ---- ---- ---- ---- ---- ---- ---- --- s/tecond/tbns_ O
• � U ✓o,�rt banger(tynJ ?x B Ledger
Laq bo/fe �7/6 aO.0
Our a i0�
4 F Post - F/ash/ng'
Lag ho/4i g7/6
3-2x/0(P.T,) Deck
6 x d (f'_T./Post
Grade � Post,4nchois --+— ?x peck iram�(f'.T-✓
Corte Fourxlat/on
�c�G� /�OUS� C01717c�G ti01�
yS&CIlow 1,211 11011
=
Q//d/meM/bAs to be!,�/d versed a7d charges m�e according/y.
# Deck l�i�h mafBr/a/s asperBu//dsr gaBcHathne
t 0 Deck des#n/odds-60/bs psf-Live Load, V/bs psl Dead Load,
One 106 ol'brAa'ging!or each 8 feet v!span.
4t lUhen fh� drarung/s //x/7,'if fr the sea/e as kidicatBd,
# Draurgpr/nt out elate= D?////05
Af ?W Nke
/Yfng�
tT
,4ft/CE_ Fj G -- ---
-- - �, -
Tota/Foof? rOt Dimensions:
v 1 --
[TT1 Ed
ED M
TF1 - _ -
pv< L FW
IJ S�v / dpprox_
C L I 1 1 1 i
I i 1 1 1
I 1 1 I 1
I t 1 1 1 I
I I L--------------
1 1 1
Basement I � I I
' ---------------- ' ----------� ---------L --
r- T----------- ----------------- r ---------I � -
- 1 ,
` I 1
----
11.r A'
johfl Cjy re ealld&
Contractor/Bui/der-'
d//d/mens/ons to be!/e/d ver/l,�d snd changes made accord/ny/y_ Drawn By=
/,gyp/Iajw 54wet — 949116 /5 � Exfer/Or s/d/r�; tr/m, moa/d/n�s and defy//.s are per bu//der spec/f%at/ons
a� F/n/sh grade_/s shoran ae /6 be%m top of!Oundat/on. )PO,Box 5066, dndove�J`1,4 0/9/0 at 9 78-47 /855
7&- wk sbalyl MW o/8/o 44- V%%Z'90 4DOO/!S= Mf'i:, size, design, /ayouf and detains per bui/den Nousa /Pro,/sct
a�' lUhen fh/6 drara/r�,� IIx/7, /t /s the scale as /nd/sated. a��� /25�0
Draurs�y prinf out date= O1//O/05 Cj 7
Or
EE
..........
o =_
o -=
o -=
1/B"=/O"
/Dotes"
e ,4//dtiien.#kw to b&F/e/d aria'cha-?5Wf 9.157&' �xco�a'/rte/y,
Extsr/or Sk�'�q; Tr/m, Mou/d/ngs and Defy//a azsper Bu//der Spec�/caf funs,
fjn/sh yraa'e /6 shoran as /6"be%ur fop o/'foundaf,(on.
�' !U/odour dDoors= MF% S,fze, Desgn, ,L�ouf�dDefa//aper�u//de�
lUhen A& dm&V & //x/7/t & the scale ae ,f�n',rcesfed,
� Draruray prs�f out date= 01/0//05
d
80° Z-7 4" 6B"
r ------------------ ------------------------
rt;-------------- - -- / - -----------------_------------- ----- ------------- ------------------------------__-_-----------------------1� ,p, `
�
4"(m/n)COAA-VMfe Slab = 1
e4 �dJ,'V m�0�� bar/er beneath �ara�yCpi 1 1 1
4%04 d O" d CQ 6 D° 7D" 7L? 1
r-- ---1 _
- __ r--1 r- 1 1 r-- 1 r-- ---/ r-- ---/ r-- 1 1 1 w w
-- ---
1 1 --
' T T. ....... f
IF
7wx7'dp. x7h r _ " I I 1 a
1 Oe - - -1 3//? a(a La/$(Co/umn
"jg� x
D ;
% i (3)- /3/4"x 9/v _ 0 1 I 1 x•
L YL Cenfer Baam
1 k ; .Sp/ices located over
11 � `
1 'a � Gauge/Nouse�nfnf Door _�c � 1 � 0 u1
`Q ' ,� � ,Y>"Con�•�te Four�dalron h' i -- - - - - - - �
1 !U/?h damppr00l.Y19 ' r------------------------------------- - a
------------- ------ r------------ 1
L ----------------------------------- L ' r------------ a
---------� `.` ---------------------- J
1 ----------- 1
1 , D
1 _
L------------------------------
L?
_________________________0 ,rov" /30" /do"
Noles=
# Q//dhnermlon8 fo be!;L-/d veM"/ed rind Chaves merle�co�/nq
# lier/ly w*dom wa'door lvuqh vpen/r�g's w/th mayul�xfurer spec/!/caf,(�n� �L -334= �vur�datior� �'�an
•��' Under S/a5 ti orBa"r/e�-fo have d Nim/n.,l over/�p/I��/o/nfs_ U4"=/b"
# Canute S/.Coafio/.4;wac/rxq =30 a (R",).4f ollsefo /agger fhan V teeI
# Proy/de a m/n/num o!4 opperab/e mf�dou�8!or eve�ry/X00 sc�: f�
•�' She condiions aha//deferrnin� fhe need!or louno'af,iOn dram�e
# DampproOlinq sha//be dap/gid ih�m fop alloots�q tO l.Yiish grade
# ///hen th/s dlA- VOiq b //x/T /f & MW sca/e as ha(L-dted,
�' Draur�igpr�if ouf date= O?/x/05
r_7
:,dam _,•^,.,.;:,. .,r,,;„nm-.-- ,,,..:, a•s,:,m,y,•,..-„,Uuv,,:::,...:-„,-.r .a.e-: „P::N:_: ._.,a..,::...,,:., ,:.- - _ _ ,: .hs,_=
DaS//Ipwa
LLO
Q
gp 1 I [
TH
ILI A7 97g
1 11 f:
1r
___
a - s-_ , ,_.: mss_ •-„ . E...,_ :a op--_ ---- ------ /d a -” - ---------- -
O b, � I> N Yars/l�a'Ce
,
Z
f
+V
l
•
RS � y
_ -
z ,y - 9' _- - - - - - - - - - - - - -
RN
- - - _ _ - - - _ _ -Q
,
= 1r a
11
Zb"X49"
2;D"X49" A2"X49a
P
t
Po ` -
3Oollo- 11 "
0 A O a Z-7 O”
38 0” r rT 0"
Q//d/memAnm fo be f/e/d made gcco�'/ng�
�' YeriP'' !!/,hdvta and,Dvvr Rough Open/ng6 ra/fh manufact�.crei,Spec9'/Caf.(�ns. / �`��+�,j / /
# Tempered a/a2V sha//be Mfa//ed of a/r&uix/vffrs rvca&d
fobs �d ruhi/pva/s ,4m�g/az�g/ocalvd c/ase fhan rB fv �//ao� �+1Q
# ldhen thb drav *g,s //x/I, /f is the-scale as 07dkWad. �.j1/ � C��L� r 6. � �✓� r
�' D�avuhgp�inf out date= O?/,U/05 �'�7
5%04" Bg a 86" !3%4"
5b" 3G" 3b° -6 7P4 bO"
Zi0°X35" L a a
5 8 X
0 0 3e4a7'roomZtt
-4+
3 0
y.
4o
?B" -
ry o ry
Posta!/ -_
Post
Post a __------
3 ,ri
S yi -
-
37 ?kr" 3'74° 49" 49d
o uP - -
iiI a � a
?/O X 45 ZIO"X 4$a ?� X 45 ?%O"X 45"
P
t
P t ::
a
2/O X 45 = ry
36" 60 36 5b" 50" 36" 602 3bola
/3 O" /34"
36 O"
fv be F�/a'verr�'�d
# lier/7'y U/�ia'vm ax�'DoorRm,q17Opea/x�s ui/fh maix�Facfurer Spec�'�af,� (�L
# Tempered G/azyig .sfia//be ,�iafa//ed at a//ur/r�aours located near //4'_/b
fobs Buhr/p00% 1�11�/9/BI//J9 /oc M--d c%Ber Pham R"f0 fhe An
# &/ben this dr u/ngq/s //x/r if the sea/e as heated_
�' DroYuyic��vrinf out dal8= O?/4>/05
36 D
- - - - - - - - - - - - - - - - - - - - - - - -
Q
Compos/te Roof7ng
- - - - - - - - - - - - - - - - - - - - -
- �R,�ige Yenf(f�b„1
I I I I
ul _j
Q I I I
lt/pfes:
# ,4//d/,neVJ-7M to be fk?/d veN!',L-d 637d chaxges made acco?V�PV/y_
# Ye�iYy afidow a-,d 000r Rough Open/res m/Yh/`1arw�acfcv�s�SpBclr'�atlons,
# SmoFe Defecto�as,9ha//6e located/n 111a/F !/p.4ft/cs.
# Rooi/rg mate�,la/B peg Bu//der Spec/!'�af,�r�a
a� Vhsn this elm&hg is //x/7,'X/s the sca/B as medicated
D�au�gp�int oat date= 02//O/0-4
E�l
Gente� -
Beam -Al pim.
fm- Mm ---P
................
/Vo e&g
t
changes MadeQ//membersare /0 .0 A6 VW O.,/
# �ramgiy Pana ore Sb,:;W,7 AVf WO1rAVt1Ofl and /oil LA-71r,
1tctua/if-am,�ig
//141 ff /O"
go//6 147ove A-MA :
//x/7, /1 the scalds avAF?dX:-ala-o,(
- ---- - _._ -- - - - - -- - - - -- -- --- -
-----
- - -- -- - -
— --- --- -- - - - - - - - - -- ----
............
r -
r
92
Ry
?'
r
Notes
# d//dAventm,( m fo be f/e/d ver�,�d arx/ch ee made acco�arhg/y. ,�/// Bis ass 1 x �7 dd"O,C. (lI.N.O I 1
# ffam/ng�P/ate a~e shown/br rhiforn�af�n a�a'conllguraf/vn only.
,4cfua//ramrf�mefhods&V fhe frspomblIlly o/'the Awta//en
# mood ormeta/
� $,8 I :/ra'�afes Beam Number
4t -/ndicates ma//s be%m/tammr�.
-/nd/cafes ma//e move iram,�nq,
# Dramir�'print ouf date=01////05
e
II
I
�B
i
I ) -
11 rill I
- �Da
Otell
Q//dmrens/ons to be!,e/d ve Tried a7d cfinviot
ges made acca�dirx�
!ramhg P/--W shoran!or,h/virnat,C�n and con/�urat/on on/y. ,d//member aw?x,{2 �r7 I6"O.C_ (l1N.01
,4ctua//tam�hg methodsaw the responsb///ty o!the yiata//er.
# Beam= /U1A(mtii.Jvn mood or meta/. � � '
,QB f /nd/cats8 BBam NumbBr //4•s/�a
�' C-� -/nd/cafe8 ura//8 be%ui framyig_
-/nd/cafee rad//s dove f�-dmrng.
//hen 117;6 d�awhg b //x/7, /Z A 117&sca/e a6 ind,;afBd,
+�' I��avr/hgpr/nf ou1 dam=O?/�/05
r .
--- --- -- -- --- --- -- -- --- --- -- -- -- -- -- -- --- -- -
r
� r
r
r
r
r
r
i
r
r
r
r
,
r
r
r
r
i
r
r
r �
i
r
r
r
r
r
r
r
a � r
V i r
� r
r
r - i
r
r r
r r
t
r
r r
r
� r
i
r
i
t
r
r
,
i
r
r
i r
i
r
� r
i
r
r
i
r
i
r r r r r r
11 11 f 11 Ir
r
p
r r
r r r r r r
r r r rTI
r
r r
r r r r r r
FIT
r r r t r
r r r r i t
r r r r r r
r r
r rEL
r r r
- - -- - - -- - - r
� r
r ,
r r
r
?x/?if',�ge Bvana'
Ofc�S= ,4//members a2--?x/O fv 1,6 a,a II/wO..)
All d/me,"k7 s to be Auld Ye1-Fk?a'and changes made accor�a'�/y_
# framing Plans aW shown for NO1MW on and cvnlqurat icn only_
.4ctua/ftam methods
are the responshiyity of the h7.fla//en U4"=IO"
� Bearmq= ///?"�m�rzl on�aaad or mete%
# lUhe4n the draping ,& 11x/7, R is the fca/e as indeaf8c. Dormer Detail
# Drara�igprHit out date O?//U05
R(�qe Yenl rconthr/ousl Fmsh/Yvor
iPB,»/vrcing'�nq/e �
s -- -- or aqua/ Header
12 /x9Co/% r% �,-----
gv A,
to 1x4 Header
I ROvfing F
Stat atr,�igar
V2" ?x V IV/6"O- I
411k: an
Fasc,� fiaad
N=_ ----
`� (a 4==
4== ,,
' ✓vlst hany'er
� 4=' ,-" ,5ecor�f/vorFr�n�ig suppvrtd centra/
r .s $healh�iq sub/yoor suer
h s _ _ f/eader Locate/Yoorhaadar
O __ Exlenhr N.0
- � ?x 4 016'O"C, fv b►lfBreecf rs/fh
4= _= B/ock,�ig SheafMg bottom o!'strger
-' f L atara/Brad y' �. age 1"�e `I
ci
i
0
4=_' Ftsl F/oor Frain mg'
Fist _ 1x kJ V 16 'O.C_ La//y co/umn C�
.S�ipsom L CC
10, c;== S�// La//y I or equal
m p _j = -' Zx L?So%d Fv�s Bock• �/J-2x d rp ra column La//y bottom -bvs
� '� ' /ata em�aedded
?x
,'' fLatara/Brad' //-
CF=_
6 (�'D,1 _ concrete a/a5
F1,70h - -
�
c�
L YL Center Baam
ff= ?O'm_x 'dp Flq
�0 �=_ ,' 3//7"dna La/�Column uddampproofIn�
- Lal/y co�um� ,ae�ar�
Nt - ,- Basement Corc�te S/ab
` Ba6amant - �_�,,' m/vo�or barierbeneath .•
�'I 1✓✓pt�5:
d//d/aienshns to be!,�/d nerd and charx�as made accordyiq/y_
# Matera/s ass pBr Bui/dar Spec�''ications.
# lUhen thls dramyig/s //x/r f /s the scale as ,hd/calad
Or�uygprr7t out date= 021V/05
Re�ge Yent�confhuou6l 8 -146d fWi/s
per connecthn
12
1x/?Rk�g'e Boad
y s
S/ son Sfron9-T/e t„
S&r /v 5T?/.l5 Or&Grua/
b �l gid(f�_1 h side
1i�lfed Cis//ti�9' .
cefig Fra"v1- //?"P ood Cor�»recG K/� f/Bf.Qj/
?x k7 gg 16"O.C_ ?x/0 90 A; O.C.
� � So/Yd err/venf
O �
°A Exterhr lUa//
2x46J16"O_c.
//?"Sheafh�
First F/aor Framr7q
3/4'TdG✓�'fleath�lq
Fhsf ?x k7 16
?x V So%(Fi-e B/ocklm
,4 rox, �IgtBra/Brat,
2X,6 /P.TJ
2x 16 (KD,1
Grade � L YL Center Beam •�
0,VA&oa-d on the aa,2V&5,ele 3 U1' �"Cont. Fd,7.
d 9- dG- 9- a ru/dampprOo/',nq
d'(mgi I Cor�Orete S/ab
Basement w/v�or6�r�rerbeneath
/100*/ /,&d//7//4 Cloo-,)Ov 5ec
V
- a
Nol&e
4t dl/ ver//'/ed and changes mraa'e A-.co�a'�iq/y_
�' Materf�/s aper Bu//der Speck"/cat,�ns. ;
# Whea lhts e_*Av iq/s II x/T, ,Y /s the 8cg/e as,iia'/cafed_
�' Draru,�igpr/if out date= OZ/,(�/05
z
a
z
� 1 1
I I
I ,
1x B(P_T,/�F7/6"D.0 Stai/ocafs�n, number � "
/O D/a Concrete P,Lr
ol�,lsers ax�'t�aa's � (3 req 4)
m4( Sil
I ,
Q) -- -- -- -- -- -- -- -- -- I
I ,
I ,
a V ✓o,�t/danger lt�a,1 ?x B Ledger
dip
I ,
,
//4 =/o _ OU17C.7c��/017
" i r
n
0
4"C/ea►(MaxJ
Rd//
Post f/aah/ng
Lagbo/ts 2V/6 0,a,
3
-.9x (P,TJ Deck
6 x d (J'T,1 Post
Grade Posf,4nchom
q t ' Jobt/Hanger
a
'
iffow
� Cox�1e Four�aat/vn
�c�Ck /�OUS� C0171��G
//4r=/Or
/Vo1&.s=
# .4//aimmmle ns to be lre/d verrA--d.107d charges made accordhg/y.
# Deck f�i/sh matBr/a/s as per Bu//der0 gnecH�atbns_
# JP&Ck a'eskyn/vada=60/bs pa!-L hie Load;A2/bs psl Dead Load.
One/he of bne/ging Aar each 8 legit of span.
# lUhen fhia drarung is //x/7,'RA the sca/e as hdk' afed,
# prmvpr/nt out date= 02////05
NEW ENGLAN N/F
-�" POWER
COMPANY
�- 159.83,
4 N
o
G
139.14 C9 w
..
1
f v
LOT #1
LOT #15-2 m �--
AREA=122,773 S.F.
=2.8184 AC. ,/` �'-
CBA=GREATER TH PROP. cw
25,000 S.F.=140 a
(AS INTERPRETED,#(' THE `
TOWN OF NORT. ,ANDOVER �t
20
CBA = 0, :f:,_' 0%)
OF
EXISTING OUSE T
BUILDING TO rn
l
t BE REMOVED �{
D
L=414.05' C19g5 CO��TY
SALEM
12'
SF 50'
PROP. co
N HOUSE
13' 14'
1 '
DETAIL
NO SEs
PLAN 4 LAND
1. PROPERTY LINES FROM EXISTING PLANS AND RECORDS.
SEE TOWN OF NORTH ANDOVER ASSESSORS MAP #65 LOT #15 IN
AND DEED BOOK #1046 PAGE #89 E.N.D.R.D. NORTH ANDOVER, MASSACHUSETTS
2. ZONE DISTRICT IS R3 DRAWN FOR
N
o JOHN CARROLL
1501 MAIN STREET—UNIT 15
o TEWKSBURY, MASSACHUSETTS 01876
SCALE: 1"=80' DATE:- OCTOBER 23, 2007
a 0 40 80 160 240
a
c
. N
l
N U MERRIMACK ENGINEERING SERVICES
at `
1012310 66 PARK STREET
r
STEPHEN E. I, R.L.S. DATE ANDOVER, MASSACHUSETTS 01810
i