HomeMy WebLinkAboutBuilding Permit #629-12 - 190 APPLETON STREET 3/2/2012BUILDING PERMIT.
TOWN OF NORTH ANDOVER
APPLICATION FOR PLAN EXAMINATION
Permit NO: � —` L Date Received
Date Issu
f IMPORTANT: Applicant must complete all items on this pate
LOCATION '00
Print
PROPERTY OWNER PCU t- CJGZ L uA
Print
MAP NO: 64 PARCEL: i% ZONING DISTRICT: Historic District yes
Machine Shop Village yes
TYPE OF IMPROVEMENT
PROPOSED USE
Residential
Non- Residential
New Building
a famil
�
Two or more family
Industrial
Alteration
No. of units:
Commercial
Repair, replacement
Assessory Bldg
Others:
Demolition
Other
Septic Well
Floodplain CWetlandD
Watershed District
Water/Sews:..:
`,
ON OF WORK TO BE PREFORMED:
Ism L'-
OZIF i+c''�� r4/qjFL—T1 ►nfecA— Asa rbc 1WrLjs0pry rjLT'
}� A r4 , f bACff 7-dFRbP-j7-pl FqfLP7pe.eW csr2�tx? /CirV cam!
Identification Please Type or Print Clearly)
OWNER: Name: p,�yt_ 44- CC--C-J u,4 JAW4LYzct'VL-- Phone: &3-5-67-Z4
Address: I )- 1 a- 0/l
CONTRACTOR Name: Jl h'fPhone: 178 lO -19 63
Address: t( W/Ljzwgo3 r IM o1816
Supervisor's Construction License: '24/ Exp.. Date:3z
Home Improvement License: 4Y�71S` Exp.. Date:
/moi Env
ARCH ITECT/ENGINEER/yV A-TQ-L�/"Lr-Z-X-Ac/dhone: 178-11r-4-35-73
Address: I&/�iD14*%" IVIV., -Reg. No. 14/(0'7 9
FEE SCHEDULE: BULDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F.
Total -Project Cost: $ 3�� FEE: $ 7 % -(?1—
Check No.: Receipt No.: rOG `Z
NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund
ignature of Agent/Owner Signature of contractor u
Location/ /V S -f
No.— 2! Date
-ANA--
--7
Check # -5,2) 3
TOWN OF NORTH ANDOVER
Certificate of Occupancy $-
Building/Frame Permit Fee $41�e��
Foundation Permit Fee $
Other Permit Fee $
TOTAL
25063 6uilding Inspector
Plans Submitted Plans Waived Certified Plot Plan Stamped Plans
TYPE OF SEWERAGE DISPOSAL
ublic 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 -ONLY
INTERDEPARTMENTAL SIGN OFF - U FORM
DATE REJECTED
PLANNING & DEVELOPMENT
COMMENTS ,l!/ 07
CONSERVATION
COMMENTS
HEALTH
COMMENTS
DATE APPROVED
DATE REJECTED DATE APPROVED
3-1
I0/l3 //o
DATE REJECTED DATE APPROVED
Zoning Board of Appeals: Variance, Petition No:
Planning Board Decision:
Conservation Decision:
Comments
Comments
Zoning Decision/receipt submitted yes
a
Water & Sewer Connection/Signature & Date Driveway Permit
Located at 384 Osgood Street
FIRE DEPARTMENT Temp Dump Ster Ct site yes no /
Located at 124 Main Street
Fire Department signature/date
COMMENTS
Dimension
N�
Number of Stories: I I!z Total square feet of floor area, based on Exterior dimensions.10
Total land area, sq. ft.: 8$4 ? 80
ELECTRICAL: Movement of Meter location, mast or service drop requires approval of
Electrical Inspector Yes No ✓
DANGER ZONE LITERATURE: Yes
MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine
NOTES and DATA — (For department use
U
K"
❑ Notified for pickup - Date
Doc.Building Permit Revised 2007
No vll� --
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
Location
No. /-'Da
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Check #
25062
CeN Ufi,/te of Occupandy
&Q�I�Ag/Frame Permit Fee
FoUgd�Alon Permit Fee
AL
ANDOVER
hBuil ing Inspector
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ORTH ANDOVER
at ncy
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rmit Fee
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Check # -' 'Z-3 3
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Lodehion
Date
No. (,�� ;2 5 -/ Z -
Check # -,6-3-? /
25062
TOWN OF NORTH ANDOVER
Certificate of Occupancy
Building/Frame Permit Fee 0 -
Foundation Permit Fee
Other Permit Fee
TOTAL
Building Inspector
ell
September 13, 2012
Mr. Brian Lawler
66 Wildwood Road
Andover, MA 0 18 10
RE: Framing Inspection
Site Address: 190 Appleton Street
North Andover, MA
Mr. Lawler,
Martel Engineering, Inc. is pleased to provide you this letter following our site visit and final framing
inspection of the addition located at the above reference address. The engineer visited the site on the 10`h
of September 2012 and met with you to walk through the framing. The framing was constructed within
the design intent of this office and is satisfactory.
Should you have any questions regarding this subject, please feel free to contact our office.
Sincerely,
MARTIEL ENqINfi=1ZIVfi, INC.
Mi a
President
44 Partridge Road • Windham, NH • (978) 204-3753
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CERTIFIED PLOT PLAN
PREPARED FOR.
PAUL & CECELIA WALKER
AT
190 APPLETON STREET
NORTH ANDOVER. MA.
NORTH ESSEX REGISTRY OF DEEDS: BK. 7574 PG. 74
ASSESSOR'S MAP. 64, LOT 129 ZONING. R-1
SCALE.- 1 "=50' DATE.• JANUARY 14, 2012
NOTE.• EXIS77NG DIMENSIONS TAKEN TO CORNERBOARD.
NOTE.• w =WETLAND FLAG AS PER NORSE ENVIRONMENTAL ON 07-12-10.
w
Lo
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0
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,49 „E
N43°
APPVTON
PREPARED BY
JOHN ABAGS & ASSOCIATES, PROFESSIONAL LAND SURVEYORS
9 BARTLETT STREET, NO. 252, ANDOVER, MA. (978)-688-4899
JOB NO. 5742
ENERGY STAR Qualified Homes
Thermal Bvaass Inspection Checklist
Home Address:
Thermal B pass
Y
City:
Inspection Guidelines
Corrections
Needed I
Builder
Verified I
State:
Rater
Verified
N/A
1. Overall Air Barrer
and Thermal
Barrier Alignment
Requirements:
Insulation shall be installed in full contact with sealed interior and exterior air barrier except for akemate to interior air barrier
under item no. 2(Walls Adjoining Exterior Walls or Unconditioned Spaces)
All Climate Zones:
1.1 Overall Alignment Throughout Home
❑
❑
❑
❑
1.2 Garage Band Joist Air Barrer (at bays adjoining conditioned space) ❑ ❑ ❑
❑
1.3 Attic Eave Baffles Where Vents/Leakage Exist
❑
❑
❑
❑
Only at Climate Zones 4 and Higher.
1.4 Slab -edge Insulation (A maximum of 25% of the slab edge may be
uninsulated in Climate Zones 4 and 5.
❑
❑
❑
❑
Best Practices Encouraged, Not Re 'd.:
1.5 Air Barrier At All Band Joists (Climate Zones 4 and higher)
❑
❑
❑
❑
1.6 Minimize Thermal Bridging (e.g., OVE framing, SIPs, ICFs)
❑ ❑ ❑
❑
2. Walls Adjoining
Exterior Walls or
Unconditioned
Spaces
Requirements:
a Fully insulated wall aligned with air barrier at both interior and exterior, OR
a Alternate for Climate Zones 1 thru 3, sealed exterior air barrier aligned with RESNET Grade 1 insulation fully supported
a Continuous top and bottom plates or sealed blocking
2.1 Wall Behind ShowedTub
❑
❑
❑
❑
2.2 Wall Behind Fireplace ❑ ❑ ❑
❑
2.3 Insulated Attic Slopes/Walls
❑
❑
❑
❑
2.4 Attic Knee Walls ❑ ❑ ❑
❑
2.5 Skylight Shaft Walls
❑
❑
❑
❑
2.6 Wall Adjoining Porch Roof
❑
❑
❑
❑
2.7 Staircase Walls
❑
❑
❑
❑
2.8 Double Walls ❑ ❑ ❑
❑
3. Floors between
Conditioned and
Exterior Spaces
Requirements:
a Air barrier is installed at any exposed fibrous insulation edges
a Insulation is installed to maintain permanent contact with sub -floor above including necessary supports (e.g., staves for
blankets, netting for blown -in)
e Blanket insulation is verified to have no gaps, voids or compression.
e Blown -in insulation is verified to have proper density with firm packing
3.1 Insulated Floor Above Garage
❑ ❑
❑ 111
3.2 Cantilevered Floor
❑ ❑
❑ ❑
4. Shafts
Requirements:
Openings to unconditioned space are fully sealed with solid blocking or flashing and any remaining gaps are sealed with
caulk or foam (provide fire -rated collars and caulking where required)
4.1 Duct Shaft
❑
❑
❑
❑
4.2 Piping Shaft/Penetrations ❑ ❑ ❑
❑
4.3 Flue Shaft
❑
❑
❑
❑
5. Attie Ceiling
Interface
Requirements:
a All attic penetrations and dropped ceilings include a full interior air barrier aligned with insulation with any gaps fully sealed
with caulk, foam or tape
e Movable insulation fits snugly in opening and air barrier is fully gasketed
5.1 Attic Access Panel (fully gasketed and insulated) ❑ ❑ ❑ ❑
5.2 Attic Drop-down Stair (fully gasketed and insulated) ❑ ❑ ❑ ❑
5.3 Dropped Ceiling/Soffit (full air barrier aligned with insulation) ❑ ❑ ❑ ❑
5.4 Recessed Lighting Fixtures (ICAT labeled and sealed to drywall)
❑
❑
❑
❑
5.5 Whole -house Fan (insulated cover gasketed to the opening) ❑ ❑ ❑
❑
6. Common Walls
Between Dwelling
Units
Requirements:
Gap between drywall shaft wall (i.e., common wall) and the structural framing between units is fully sealed at all exterior
boundary conditions
6.1 Common Wall Between Dwelling Units
❑
❑
❑
❑
Home Energy Rating Provider: Rater Inspection Date: Builder Inspection Date:
Home Energy Rater Company Name: Builder Company Name:
Home Energy Rater Signature: Builder Employee Signature:
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name (Business/Organization/Individual): ZRJ/9 N �., w .et -A— G aA—cY A L CSY wAAC'T'o+P.
Address: GG �A//t17wc)g Q �ti3OCic�%�L
City/State/Zip: v i< /V# 01 cj, /a Phone #: �J `7�,— 470 - J J
Are you an employer? Check the appropriate box:
The Commonwealth of Massachusetts
'
~�Vj„
Department of Industrial Accidents
I
Office of Investigations
�; ',;'
11 Ins
600 Washington Street
j
Boston, MA 02111
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name (Business/Organization/Individual): ZRJ/9 N �., w .et -A— G aA—cY A L CSY wAAC'T'o+P.
Address: GG �A//t17wc)g Q �ti3OCic�%�L
City/State/Zip: v i< /V# 01 cj, /a Phone #: �J `7�,— 470 - J J
Are you an employer? Check the appropriate box:
1. &rI am a employer with 1
4. ❑ I am a general contractor and I
employees (full and/or part-time).*
have hired the sub -contractors
2. ❑ I am a sole proprietor or partner-
listed on the attached sheet. I
ship and have no employees
These sub -contractors have
working for me in any capacity.
workers' comp. insurance.
[No workers' comp. insurance
5. [:1 We are a corporation and its
required.]
officers have exercised their
3. ❑ I am a homeowner doing all work
right of exemption per MGL
myself. [No workers' comp.
c. 152, § 1(4), and we have no
insurance required.] t
employees. [No workers'
comp. insurance required.]
Type of project (required):
6. ❑ New construction
7. ❑ Remodeling
8. ❑ Demolition
9. Q'Building addition
10. El Electrical repairs or additions
1 LF Plumbing repairs or additions
12.❑ Roof repairs
13.❑ Other
Any applicant that checks boz #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.
: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: A.T l.At--37—TC. C,li1411T1tAL /HS tjJAJC.lY (f o ,
Policy # or Self -ins. Lic. #:WC_Y0O R9Ij O 1 Expiration Date: 7A // 2 -
Job
Job Site Address: 110 APIP�TCN3 &: City/State/Zip: • /fir iDcay l M)y
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 and penalties of perjury that the information provided above is true and correct
Sicnature: lait±� . G • Date:
Phone #: �%% y 470 — / 262 -
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 #:
Information and Instructions
Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees.
Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire,
express or implied, oral or written."
An employer is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more
of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the
receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the
owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the
dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house
or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer."
MGL chapter 152, §25C(6) also states that "every state or local licensing agency shall withhold the issuance or
renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any
applicant who has not produced acceptable evidence of compliance with the insurance coverage required."
Additionally, MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall
enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance
requirements of this chapter have been presented to the contracting authority."
Applicants
Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if
necessary, supply sub-contractor(s) name(s), address(es) and phone number(s) along with their certificate(s) of
insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships (LLP) with no employees other than the
members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have
employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial
Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should
be returned to the city or town that the application for the permit or license is being requested, not the Department of
Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers'
compensation policy, please call the Department at the number listed below. Self-insured companies should enter their
self-insurance license number on the appropriate line.
City or Town Officials
Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom
of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant.
Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant
that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current
policy information (if necessary) and under "Job Site Address" the applicant should write "all locations in (city or
town)." A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the
applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each
year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture
(i.e. a dog license or permit to burn leaves etc.) said person is NOT required to complete this affidavit.
The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions,
please do not hesitate to give us a call.
The Department's address, telephone and fax number:
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
600 Washington Street
Boston, MA 02111
Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE
Fax # 617-727-7749
Revised 5-26-05
www.mass.gov/dia
WORKERS' COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY
Information Page WC 00 00 01
NCC) Co. No.: 29211
1. INSURED:
Brian A. Lawler
66 Wildwood Road
Andover, MA 01810
Atlantic Charter Insurance Company VDAC
Policy Number. WCV00898101
Prior Policy Number: WCV00898100
Business Type: Individual
Other Named Insured:
Producer:
Phil Richard & Associates
Federal ID Number:042960346 Insurance, Inc.
Risk ID Number: 27 Garden Street Unit 1-13
Danvers, MA 01923
SIC:9999 NONCLASSIFIABLE ESTABLISHMENTS
Other Work Places:
2. POLICY PERIOD: The Policy Period Is From: 7/1/2011 To 7/1/2012 12:01 A.M. Standard Time
at The Insured Mailino Address
3. COVERAGES:
A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states lister
here: MA
B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in item 3A. The limits of our
liability under Part Two are: Bodily Injury by Accident $ 100,000 each accident
Bodily Injury by Disease $ 500,000 policy limit
Bodily Injury by Disease $ 100,000 each employee
C. Other States Insured: Part Three of the policy applies to the states, if any, listed here:
COVERAGE REPLACED BY ENDORSEMENT WC 20 03 06A
D. This policy includes these endorsements and schedules:
See WCE105
4. COVERAGES: The premium for this policy will be determined by our Manual of Rules, Classifications, Rates &
Rating Plans. All information required below is subject to verification and change by audit.
Premium Basis Total Rate Per Estimated
Classifications Noe Estimated Annual $100 of Annual
Remuneration Remuneration Premium
See WC 00 00 01
Minimum Premium: Deposit Premium:
$500 $4,250
Interim Adjustment: Annually
Servicing Office:
25 New Chardon Street
Boston, MA 02114-4721
Issue Date 07/05/2011
Total Estimated Premium
Surcharge(s)
Total Premium anqtqurcharge(s)
Countersigned By:
$4,002
248 j
$4,250
,, JUL 05?Ai
�' `-Qate
The. C®mmonwealth of -Massachusetts
' Department' of Fire Services
Office of the State Fire Marshal
P. 0. Box 1025 Sttaatc'Pnnadd,..Stow, MEL 01773 /•
PERMIT Date:
North Andover ]Permit No
•( Cityof Town) ; ( Lf Applicable) Dig Safe Num er
In accordance .with the provisions of lvM G_L.l Lt. 8 Chaliter_ 10 as provided in section 5 7 7 C Mg 34 Start Date
This Permit is granted to:. /t 41/1 f42 417 /jam/('
Full name of person, Firm or Corporation
Permission to locate dumpster for construction/renovation/demolition of building.
Comments: dumpster. must be 25' from structure if unable to place with required
Restrictions: clearance dumps -ter must be covered with plywood or tarp end of 'work -day
at
( Give location by street aitd no., or des .such manner��tedd degt�ate 'dentLEication of location)
rccPaid.S 50.00 4 e Fire Chief
Chis Permit will expire �� ( tgna[ure of o al granting perrnit) Otfical granting permit (Title)
G�1�2L� 1 Do fk '!5
p>Ix i Z
�us� oJo7,T'
nassaenusetts - oepartmem i p rums: 3am.i
Board of Building Regulations and Standards
Construction Supervisor License
License: CS 261
Restricted to: 00
e
BRIAN A LAWLER
66 WILDWOOD RD `
ANDOVER, MA 01810
Expiration: 3/23/2012
('onnu i.�imer Tr#: 22966
Officc*i0 merry airs d ine�h-nom
HOME IMPROVEMENT CONTRACTOR
_— Registration: .156915 Type:
Expiration: 8115/2013 DBA
B N LAWLER GENERAL'-GONTRACTOR
BRIAN LAWLER
66 WILDWOOD RDa"
ANDOVER, MA 0181 Undersecretary
EPA RKr uermleu jmwnuva.v,
Training: 3/25/2010 Test: 3/25/2010
°Lead-Edu o 23 Nute Rd C Madbury,NH 03823 0 (603)749-5775
Massachusetts Home Improvement Contract
Brian A. Lawler
Brian Lawler General Contractor
66 Wildwood Road
Andover, Massachusetts 01810
(978) 470-1983
Contractor Information
F.I. D.04-2960346
Construction Supervisor's License 261
Home Improvement
Contractor License 156915
Homeowner Information
Name: Paul and Cecelia Walker
Address: 190 Appleton Street
North Andover, Massachusetts 01845
Telephone: (413) 567-3454
The Contractor agrees to do the following work for the Homeowner:
Job will consist of constructing a master suite and bathroom with attached two car garage — to be
added to left side of existing house, per plans. Interior finishes to match prior completed projects by
Contractor. Insulation will consist of closed cell foam. Second floor of project will be left unfinished,
and brought to the point of plaster at this time.
Total Estimated Cost
$210,000.00
Required Permits:
All necessary permits will be secured by the contractor as the homeowner's agent.
Proposed Start and Completion Schedule:
The work under this contract is scheduled to begin on or about January 1, 2012, and to be completed
on or about May 15, 2012. This time period, may, however, be reasonably extended by the
Contractor in the event of inclement weather which precludes the installation or other circumstances
beyond the Contractor's control. The Homeowner acknowledges that he/she has been informed of,
and consents to this time for completion.
Total Contract Price and Payment Schedule:
The Contractor agrees to perform the work, furnish the materials and labor specified above for an
approximate cost of: $210,000.00(*).
Payments will be made according to the following schedule:
Ir .
$50,000.00 as an initial deposit upon signing contract.
Progress payments will be requested by the Contractor as work proceeds. Contractor will provide the
Owner with periodic updates that will include labor, stock and subcontractor costs to date. Final
payment will be due upon completion of the contract. Work is to be performed on a cost plus basis.
(Law forbids demanding full payment until contract is completed to both party's satisfaction).
Notes:
(*) Including all finance charges. Law requires that any deposit or down -payment required by the
contractor before work begins may not exceed the greater of (a) one-third of the total contract price
or (b) the actual cost of any special equipment or custom made material, which must be special
ordered in advance to meet the completion schedule.
Warranty:
The Contractor hereby warrants that its installation shall be performed in a good and workmanlike
manner in accordance with accepted industry standards and further warrants the installation against
defects in workmanship for a period of one year from the date of installation.
Subcontractors:
The Contractor agrees to be solely responsible for completion of the work described regardless of the
actions of any third party/subcontractor utilized by the contractor. The Contractor further agrees to
be solely responsible for all payments to all subcontractors for materials and labor under this
agreement.
Arbitration:
The Contractor and the Homeowner hereby mutually agree in advance that in the event that the
Contractor has a dispute concerning this contract, the Contractor may submit such dispute to a
private arbitration service which has been approved by the Secretary of the Executive Office of
Consumer Affairs and Business Regulations, and the Homeowner shall be required to submit to such
arbitration as provided in M.G.L. c.142A.
Contract Acceptance:
Upon signing, this document becomes a binding contract under law. Unless otherwise noted within
this document, the contract shall not imply that any lien or other security interest has been placed on
the residence. Review the following cautions and notices carefully before signing this contract.
Don't be pressured into signing the contract. Take time to read and fully understand it. Ask questions
if something is unclear.
Make sure the contractor has a valid Home Improvement Contractor Registration. The law requires
most home improvement contractors and subcontractors to be registered with the Director of Home
Improvement Contractor Registration. You may inquire about contractor registration by writing to
the Director at One Ashburton Place, Room 1301, Boston, MA 02108 or by calling 617-727-3200 or
1-800-223-0933.
Does the contractor have insurance? Check to see that your contractor is properly insured.
You may cancel this agreement if it has been signed at a place other than the contractor's normal
place of business, provided you notify the contractor in writing at his/her main office or branch office
__..r OC va7w ica .. ... . .. �v�� r._
You may cancel this agreement if it has been signed at a place other than the contractor's normal
place of business, provided you notify the contractor In writing at his/her main office or branch office
by ordinary mail posted, by telegram sent or by delivery, not later than midnight of the third business
day following the signing of this agreement.
DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPLICESM
Two identical copies of the contract must be completed and signed. One copy should go to the
homeowner. The other copy should be kept by the contractc-r.
The Homeowner hereby acknowledges that he/she has fully read and fully understands the terms of
this contract.
Signed under seal this 1st day of August, 2011.
H (s): (:contractor:
Paul Wa er •Tian A. Lawler
Cecrlla Walker
ACKNOWLEDGEMENT and RECEIPT OF COPY
The Homeowner hereby acknowiedges that he/she has received a copy of this contract signed by
oth the meowner and the Contractor.
Paul Walker Cecil! !a Walker
Homeowees"s Rights
A homeowner's rights under the Home Improvement Contractor Lcrw (MGL chapter 142A) and other consumer
protection, laws (i.e. MGI, chapter 93A) may not be waived in any way, even by agreement. However,
homeowners may be excluded from certain rights if the contractor they choose is not properly registered as
prescribed by law. Homeowners who secure their own building pen nits are automatically excluded from all
Guaranty Fund provisions of the Home Impruvemetrt Contractor Law. The contractor is responsible for
completing the work as described, in a timely and workmanlike manner. Homeowners may be entitled to other
specific legal rights if the contractor guarantees or provides an exp .:ss warranty for workmanship or materials.
In addition to guarantees or warranties provided by the contractor, all goods sold in Massac nisets cav7y an
implied warranty of rnembambility and fcmess for a particular purpose. An enumeration of other matters on
which the homeowner and contractor lawfully agree may be added to the terms ofthe contract as long as they do
not restrict a homeowner's basic consumer rights. If you have questions about your consumer/homeowner
rights, contact the Consumer Information Hotline (listed below).
Execution of Contract
The contract must be executed in duplicate and should not be signed until a copy of all exhibits and referenced
documents have been attached. Parties are also advised not to sign the document until all blank sections have
been filled in or marked as void, deleted, or not applicable. One original signed copy of the contract with
attachments is to be given to the owner and the other kept by the contractor. Any modification to the original
contract must be in writing and agreed to by both parties. Contracted work may not begin until both parties have
received a fully executed copy of the contract, and the three-day rescission period has expired.
Accelerated Payments
A contractor may not demand payments in advance of the dates specified on the payment schedule in cases
where the homeowner deems him/herself to be financially insecure. However, in instances where a contractor
deems him/herself to be financially insecure, the contractor may require that the balance of funds not yet due be
placed in a joint escrow account as a prerequisite to continuing the contracted work. Withdrawal of funds from
said account would require the signatures of both parties.
Additional Information
If you have general questions or need additional information about the Home Improvement Contractor Law or
other consumer rights, or if you wish to obtain a free copy of "A Consumer Guide to the Home Improvement
Contractor Law," contact:
Consumer Information Hotline
Office of Consumer Affairs and Business Regulation
10 Park Plaza, Room 5170, Boston, MA 02116
(617) 973-8787 or 14888) 2833757
If you want to verify the registration of a contractor or if you have questions or need additional information
specifically about the contractor registration component of the Home Improvement Contractor Law, contact:
Director of Home Improvement Contractor Registration
Bureau of Building Regulations and Standards
One Ashburton Place, Room 1301, Boston, MA 02108
(617) 727-3200 or 1-800-223-0933
For assistance with informal mediation of disputes or to register formal complaints against a business, call:
Consumer Complaint Section
Office of the Attorney General
(617) 727-8400
AND/OR
Better Business Bureau
(508) 652-4800
(508) 755-2548
(413) 734-3114
■ MEMBER REPORT Level, Wall: Header
FOrte
Software 3 piece(s) 13/4" x 9 1/2" 1.9E Microllam0 LVL
Overall Length: 9' 11"
9' 11"
9
Desi n.Results :': % pctuat�.Cocatiom =
Jul '
,Result .
GDF : taa: comwnauu" ►caaaa.r
+ 0.75 L + 0.75 5 (All Spans)
Member Reaction (lbs) 6895 @ 3"
17128
Passed (40%)
Passed (48%)
.016
1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs) 5272 @ 1' 2"
15413 @ 4' 11 1/2"
10898
20312
Passed (76%)
1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft lbs)
0.261 @ 4' 111/2"
0.314
Passed (L/433)
1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)
0.383 @0.471
N/A
Passed (U295)
1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)
0 to 9' 11"
N/A
188.0
Deflection criteria: LL (1-1360) and TL (L/240).
bottom) must be braced at 9'
11" o/c unless detailed
otherwise. Proper attachment and positioning of lateral
Bracing (Lu): All compression edges (top and
Garage Door Headers
bracinq is required to achieve member stability.
eead>+g t;wtgtb :'' "� Goads tlo supports (Ibsi �,: :,
I
supports . Tota1= Available Required Floor Srww Tata/ Aooessories ;
1 - Trimmer - SPF 4.50" 4.50" 1.81" 2190 3173 3099 8462 None
2 - Trimmer - SPF 4.50" 4.50" 1.81" 2190 3173 3099 8462 None
PASSED
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC
Design Methodology : ASD
MEVM Nbte� r - SUSTAINABLE FORESTRY INITIATIVE
iLevel warrants that the sizing of its products will be in accordance with iLevei product design criteria and published design values. iLevel expressly disclaims any
other warranties related to the software. Refer to current iLevel literature for Installation details. (www.iLevel.com) Accessories (Rim Board, Blocking Panels and
Squash Blocks) are not designed try this software. Use of this software is not Intended to circumvent the need for a design professional as determined by the
authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. ILevel
products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards.
The product application, Input design loads, dimensions and support information have been provided by Greg Monteforte
Forte Software Operator I Job Notes
—._ ..... ..... -- — -...._..._._.._-..-
gregory Monteforte Walker Residence
wiim inotan buiiders supply co 190 Appleton St
f9'8) 81:3-1165 1 N Andover, Ma
gmcnteferteC w:rrbuildcom
2/21/2012 8:15:20 AM
iLevel Forte v3.0, Design Engine: V5.4.3.2
Page 1 of 1
TributerY':
Dead
Floor Five, snow/
lna�s,r
o„
widq,
1 - Unifoml(PSF)
0 to 9' 11"
12'
12.0
40.0 Residential - Living Areas
2 - Unifonn(PLF)
0 to 9' ill.
N/A
96.0
160.0
3 - Uniform(PLF)
0 to 9' 11"
N/A
188.0
- 625.0
eAmber Notes
Garage Door Headers
PASSED
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC
Design Methodology : ASD
MEVM Nbte� r - SUSTAINABLE FORESTRY INITIATIVE
iLevel warrants that the sizing of its products will be in accordance with iLevei product design criteria and published design values. iLevel expressly disclaims any
other warranties related to the software. Refer to current iLevel literature for Installation details. (www.iLevel.com) Accessories (Rim Board, Blocking Panels and
Squash Blocks) are not designed try this software. Use of this software is not Intended to circumvent the need for a design professional as determined by the
authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. ILevel
products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards.
The product application, Input design loads, dimensions and support information have been provided by Greg Monteforte
Forte Software Operator I Job Notes
—._ ..... ..... -- — -...._..._._.._-..-
gregory Monteforte Walker Residence
wiim inotan buiiders supply co 190 Appleton St
f9'8) 81:3-1165 1 N Andover, Ma
gmcnteferteC w:rrbuildcom
2/21/2012 8:15:20 AM
iLevel Forte v3.0, Design Engine: V5.4.3.2
Page 1 of 1
Forte
MEMBER REPORT Level, Floor: Joist
software i piece(s) 14" T7I@ 560 @ 16" OC
0
Overall Length: 24'6"
y;
V
A",,.�x
o a
All Dimensions Are Horizontal; Drawing is Conceptual
LQF Load' Combinatloe (Ratterrt) . System : Floor
Desi In Results
AttvelLocaBori a)'_
9�1�"`"
Fiore Live.
1.00 1.0 D + 1.0 L (All Spans)
Member Reaction (lbs)
842 @ 4 1/2"
1725
Passed (49%)
Comments
Shear
818 @ 5 1/2"
2390
Passed (34%)
1.00 1.0 D + 1.0 L (All Spans)
(lbs)
Moment (Ft -lbs)
4889 @ 12-Y
11275
Passed (43%)
1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.415 @ 12' 3"
0.792
Passed (1./687)
1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
0.540 @ 12' 3"
1.188
Passed (L/528)
1.0 D + 1.0 L (AII Spans)
TJ-Prol" Rating
37
25
Passed
Deflection crlWna: LL t4Jou/ dna x L tv «Uj-
Bracing (Lu): All compression edges (top and bottom) must be braced at 7' 7 9/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
Support 1 exceeds the allowed maximum bearing length of 3 1/2" for this product The maximum bearing length was used for analysis.
Support 2 exceeds the allowed maximum bearing length of 3 1/2" for this product. The maximum bearing length was used for analysis.
A structural analysis of the deck has not been performed.
Deflection analysis Is based on composite action with a single layer of 23/32" it evel® Edge Panel (24" Span Rating) that is glued and nailed down.
Additional considerations for the TJ -Pro'" Rating include: None
gear`lingLengtlt LuadstoSupporb'{1t5sj
itlpp0lt�'. " lWet; AvAilabte Required Dead s
Total es
Stud wall - SPF 5.50 4.25" 1.75" 196 653 849 1 1/4" Rim Board
! - Stud wall - SPF 5.50" 4.25" 1.75" 196 653 849 1 1/4" Rim Board
" Rim Board is assumed to carry all loaas appuea uxrecay dwvn 11, �yl,a==���y •�••w• --•••�
Garage Floor Joist
ILEVEL Nptes
iLevel warrants that the sizing of its products will be in accordance with iLevel product design criteria and published design values. (Level expressly disclaims any
other warranties related to the software. Refer to current iLevel literature for Installation details. (www.!Level.com) Accessories (Rim Board, Blocking Panels and
Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the
authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. ilevel
products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards.
The product application, input design loads, dimensions and support information have been provided by Greg Monteforte
Forte Software Operator I Job Notes
grogoryMonteforteI Nlaiker Residence
wtimington builders supply co 190 Appleton St
(9-;3) 615-'169 N Andover, Ma
gmnnteforte@wdmbuild com
PASSED
Member Type : Joist
Building Use : Residential
Building Code : IBC
Design methodology: ASD
4 SUSTAINABLE FORESTRY INITIATIVE
2/21/2012 8:05:37 AM
iLevel Folie v3.0, Design Engine: V5.4.3.2
Page 1 of 1
Dead
Fiore Live.
hNµ:
k.
Loads.i;
tnatwrt
spad011111
00141'.1
Comments
1 - Unifonn(PSF)
0 to 24' 6"
16" 12.0
40.0
Residential - Uv ng Areas
Garage Floor Joist
ILEVEL Nptes
iLevel warrants that the sizing of its products will be in accordance with iLevel product design criteria and published design values. (Level expressly disclaims any
other warranties related to the software. Refer to current iLevel literature for Installation details. (www.!Level.com) Accessories (Rim Board, Blocking Panels and
Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the
authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. ilevel
products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards.
The product application, input design loads, dimensions and support information have been provided by Greg Monteforte
Forte Software Operator I Job Notes
grogoryMonteforteI Nlaiker Residence
wtimington builders supply co 190 Appleton St
(9-;3) 615-'169 N Andover, Ma
gmnnteforte@wdmbuild com
PASSED
Member Type : Joist
Building Use : Residential
Building Code : IBC
Design methodology: ASD
4 SUSTAINABLE FORESTRY INITIATIVE
2/21/2012 8:05:37 AM
iLevel Folie v3.0, Design Engine: V5.4.3.2
Page 1 of 1
V
•
Forte
MEMBER REPORT Level, Floor: Drop Beam
Result
LDF : Load,Cmebination(Pattern). .
software
3 piece(s) 13/4" x 9 1/2" 1.9E Microllam® LVL
13781
Passed (96%)
Overall Length: 18'9"
WWI.
5531 @ 8' 6 3/4"
9476
Passed (58%)
1.00 1.0 D + 1.0 L (All Spans)
Fa k,
F
17662
Passed (65%)
1.00 1.0 D + 1.0 L (All Spans)
efl. (in)
0.130 @ 4' 30 9/16"
0.293
Passed (U809)
1.0 D + 1.0 L (Alt Spans)
I. (in)
0.170@4'97/16" 1
0.440
D
3482
5222/-482 None
It
13
o a
o
All Dimensions Are Horizontal;
Drawing is Conceptual
+
0
su�tS
Actuai• Iowtlon :<-
AlloWee ,
Result
LDF : Load,Cmebination(Pattern). .
ction (lbs)
13238 @ 9' 6"
13781
Passed (96%)
1.0 D + 1.0 L (All Spans)
WWI.
5531 @ 8' 6 3/4"
9476
Passed (58%)
1.00 1.0 D + 1.0 L (All Spans)
lbs)
-11478 @ 9'6"
17662
Passed (65%)
1.00 1.0 D + 1.0 L (All Spans)
efl. (in)
0.130 @ 4' 30 9/16"
0.293
Passed (U809)
1.0 D + 1.0 L (Alt Spans)
I. (in)
0.170@4'97/16" 1
0.440
1 Passed (L/621)
-- 1.0 D + 1.0 L (Alt Spans)
Deflection criteria: LL (Ujbu) ano I L (1./e4uJ.
Bracing (Lu): All compression edges (top and bottom) must be braced at 18' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
77777777777777777-77-777
q,
eeadr� en9tn
a
Lids to SraPP (ibs) h ; a
.<
Slupports
Topst
. Available
Required
Dead
eioor
rotat • ' Aocessor+es r
1 - Pocketin masonry - concrete
10.001,
10.00"
1.50"
1541
3819/-
429
5360/-429 None
2 - Column Cap - steel
3.50"
3.50"
3.36"
4137
9102
13239 Blocking
3 - Pocket in masonry - concrete
10.00"
10.00"
1.50"
1481
3482
5222/-482 None
Blocking Panels are assumed to carry no loaas appuea alrecuy doove uieu, euu U,..„ .— wr_ w ••• •••--• -- -
Member. Not�
Basement Carrying Beam #1
LEVEL Notes,
iLevel warrants that the sizing of its products will be in accordance with iLevel product design criteria and published design values. iLevel expressly disclaims any
other warranties related to the software. Refer to current il-evel literature for installation details. (www.iLevel.com) Accessories (Rim Board, Blocking Panels and
Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the
authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation Is compatible with the overall project. iLevel
products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards.
The product application, input design loads, dimensions and support information have been provided by Greg Monteforte
Forte Software Operator
gregory Montefcrte
w:iminaton builders supply co
(978) 815-'169
gmonto forte(rJw!irnbuild corn
Job Notes
W a'ker Residence
190 Appleton St
N Andover. Ma
PASSED
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC
Design Methodology: ASD
0 SUSTAINABLE FORESTRY INITIATIVE
2/21/2012 7:46:18 AM
iLevel Forte v3.0, Design Engine: V5.4.3.2
Page 1 of 1
tributary
Dead
Fio� Wve
0845 Loealelofr
1Midfh
(0.90j
(1.00 6n►mentta kr
Unifoml(PSF) 0 to 18' 9"
12'
12.0
40.0 Residential - Uving Areas
Unifonn(PLF) 0 to 18'9"
N/A
224.0
360.0
Member. Not�
Basement Carrying Beam #1
LEVEL Notes,
iLevel warrants that the sizing of its products will be in accordance with iLevel product design criteria and published design values. iLevel expressly disclaims any
other warranties related to the software. Refer to current il-evel literature for installation details. (www.iLevel.com) Accessories (Rim Board, Blocking Panels and
Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the
authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation Is compatible with the overall project. iLevel
products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards.
The product application, input design loads, dimensions and support information have been provided by Greg Monteforte
Forte Software Operator
gregory Montefcrte
w:iminaton builders supply co
(978) 815-'169
gmonto forte(rJw!irnbuild corn
Job Notes
W a'ker Residence
190 Appleton St
N Andover. Ma
PASSED
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC
Design Methodology: ASD
0 SUSTAINABLE FORESTRY INITIATIVE
2/21/2012 7:46:18 AM
iLevel Forte v3.0, Design Engine: V5.4.3.2
Page 1 of 1
✓ • 'Forte
MEMBER REPORT level, Floor: Drop Beam
software
4 piece(s) 13/4" x 9 1/2" 1.9E Microllam0 LVL
Member Reaction (lbs)
Overall Length: 18'6"
18375
Passed (93%)
1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)
7107 @ 10' 5 1/4"
14530
Passed (49%)
1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft -lbs)
-15070 @ 9'6"
27082
S Y
1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
�S
0.102 @ 14' 3 1/2"
0.294
Passed (L/999+)
1.0 D + 0.75 L + 0.75 S (Alt Spans)
Total Load Defl.(in)
0.143 @ 14'4 1/2"
0.442
Passed (L/740)
1.0 D + 0.75 L + 0.75 S (Alt Spans)
13
2136
9-6- L91
Blocking
0 Q 0
All Dimensions Are Horizontal;
Drawing is Conceptual
Desi I1.Result5 '. ..
ACGia(. i I ocatlOn: ' Ailotived „
Result
; CDIr 4oade.Coinb�nation (vatcentj,
Member Reaction (lbs)
17100 @ 9' 6"
18375
Passed (93%)
1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)
7107 @ 10' 5 1/4"
14530
Passed (49%)
1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft -lbs)
-15070 @ 9'6"
27082
Passed (56%)
1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)
0.102 @ 14' 3 1/2"
0.294
Passed (L/999+)
1.0 D + 0.75 L + 0.75 S (Alt Spans)
Total Load Defl.(in)
0.143 @ 14'4 1/2"
0.442
Passed (L/740)
1.0 D + 0.75 L + 0.75 S (Alt Spans)
Deflection criteria: LL (1-1360) and TL (y[au).
Bracing (Lu): All compression edges (top and bottom) must be braced at 18' 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
Blocking Panels are assumed to carry no loads applied atrecuy aoove mem dnu me lull wao to awllc w 1_ _ - , y ,y •
LOel i. ' ' Loco 011
Tributary.
BearinS lem{iii'
Loads to Supports (ibs1 .
Snoxr`
$tlPports`.`'
Tom`
Available . Required
Dead" f O
w
Sn*W
Total «'Aces
,.
�.,.-. eriE�
1 - Pocket in masonry -concrete
10.00"
10.00" 1.50"
2145 3379/-
3 2/
2452
7976/-412
None
2 - Column Cap - steel
3.50"
3.50" 3.26"
5908 8170
6753
20831
Blocking
3 Column Cap steel
3.50"
3.50" 1.50"
1869 2405/
2136
6994/-405
Blocking
Blocking Panels are assumed to carry no loads applied atrecuy aoove mem dnu me lull wao to awllc w 1_ _ - , y ,y •
LOel i. ' ' Loco 011
Tributary.
Dead
Floor Uve"
Snoxr`
r,
1 - Uniform(PSF)
0 to 18'6"
10'8"
12.0
40.0
Residential - Living Areas
2 - Unifonn(PLF)
0 to 18'6"
N/A
206.0
315.0
-
3 - Unifonn(PLF)
0 to 18'6"
N/A
184.0
613.0
Member Note € *>
Basement Carrying Beam #2
tNotes `<
iLevel warrants that the sizing of its products will be in accordance with iLevel product design criteria and published design values. !Level expressly disclaims any
other warranties related to the software. Refer to current iLevel literature for installation details. (www.iLevel.com) Accessories (Rim Board, Blocking Panels and
Squash Blocks) are not designed by this software. Use of this software is not intended be circumvent the need for a design professional as determined by the
authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. iLevel
products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards.
The product application, Input design loads, dimensions and support information have been provided by Greg Monbeforte
Forte Software Operator
gregary Monteforte
•.vrmingtan builders supply co
tS'8)815=7169
gmonteforte(@bwdmbW.1d com
PASSED
System : Floor
Member Type: Drop Beam
Building Use : Residential
Building Code : IBC
Design Methodology: ASD
0 SUSTAINABLE FORESTRY INITIATIVE
.Job Notes 2/21/2012 7:55:36 AM
-- — — ----- iLevel Forte v3.0, Design Engine: V5.4.3.2
Walker Residence
190 Appleton St
N Andovar. Ma
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