HomeMy WebLinkAboutBuilding Permit #756 - 54 Harold Street 6/19/2008BUILDING PERMIT
TOWN OF NORTH ANDOVER
APPLICATION FOR PLAN EXAMINATION
Permit NO: Date Received
Date Issued:
I IMPORTANT: Applicant must complete all items on this page I
LOCATION 66o IA`"a✓o k8 f ". 00, A"1Ac.VQ4&v'1 AJ A 01ca—q—r
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PROPERTY OWNER A( ✓(� C. tv't5i�iy' %-t,l,✓tin41
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MAP NO: /D PARCEL: ,6 ZONING DISTRICT: Historic District yes no
Machine Shop Villaae ves no
TYPE OF IMPROVEMENT
PROPOSED USE
Reside
Non- Residential
New Building
eme famiI
Addition
Two or more family
Industrial
A eration
No. of units:
Commercial
Repair, replacement
Assessory Bldg
Others:
Demolition
Other
Septic Well
Floodplain Wetlands
Watershed District
Water/Sewer
. DESCRIPTION OF 1(VORK TO BE PREFORMED:
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Identification Please Type or Print Clearly)
OWNER: Name: A(e\ Cla✓tsSy �Nvvtct✓1 Phone: R76 68V—A04—i
Address: 1-410 Hzx --v t J S{: No. MA G7 l8 4S
CONTRACTOR Name:GcA A%csvt-:,� . Phone: Z 8t X13-1 S$caS'''
Address: 1 t c o t 8o i
Supervisor's Construction License: 07 C( � &I Exp. Date: D(a 0 —
Horne Improvement License: \ 23 01 Exp. Date: co
ARCHITECT/ENGINEER Tv +.2^, Phone: 1 Ibt 7316 312;3
Address: Ito O 196 ( Reg. No. A :�'Zt -2,
FEE SCHEDULE: BULDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F.
Total Project Cost: $ 54. 2418. ° O FEE: $ 6�Q
Check No.: -1166--1 Receipt No.:��
NOTE: Persons contracting with unregistered contractors do not have access to the gua my fund
_o- ___._ - -
Signature , ofrrt/Owner-��..� Signature of contrac#or
Plans Submitted Plans Waived Certified Plot Plan Stamped Plans
GE DISPOSAL
Public Sewer
Tanning/Massage/Body Art
Swimming Pools
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 DATE APPROVED
PLANNING & DEVELOPMENT
COMMENTS
DATE REJECTED DATE APPROVED
CONSERVATION
COMMENTS
i�
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 Driveway Permit
Located at 384 Osgood Street
FIRE DEPARTMENT - Temp Dumpster on site yes no
Located at 124 Main Street
Fire Department signature/date
COMMENTS
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
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
No
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
o 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 r%ar a 1-t
No. 7S-6 Date C - off'
TOWN OF NORTH ANDOVER
e Certificate of Occupancy $
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U)
RENOVATION SOLUTIONS
Date: May 30, 2008 REVISED
ANDOVER RENO" kTION SOLUTIONS, INC.
110 Winn Street, Suite
Woburn, Massachusetts 01801
781937-8805
FAX 781932-1174
04-3452338
MA Home Improvement Contractor 128016
MA Construction Supervisors License 079181
Name: Ahren and Chrissy Lippman
Project Address: 56 Harold Street, North Andover, MA 01845
Home Phone: 978 688-4047
Mailing Address: Same
e-mail: alippman@statestreet.com
Day Phone: Ahren Work 617 664-1829 Ahren Cell 617 571-3841
Work To Be Performed under this Agreement:
1. We will furnish and install in a workmanlike manner the remodeling project according to
the conceptual plans dated May 30, 2008, scope of work attached, and the terms and
conditions made part of this agreement.
2. This agreement is subject to Addendum A made part of this agreement.
3. Includes a reduction in the price listed below in the amount of $1295.00 for the original
design fee already paid by the purchaser.
4. The final price listed below will change based on the final scope of work determined at
the pre -construction meeting and will be adjusted by Change Order #1 outlining additions
and deletions to this agreement.
Anticipated Construction Schedule at time this agreement is signed:
Approximate Start Date of Work: 07-15-08
Approximate Substantial Completion Date: 11-30-08
The above schedule are approximate dates for overall planing purposes only. We can not be held
responsible, for circumstances arising during the course of construction beyond our control.
Price: $54,298.00
Payment Payments are to be made as per the payment schedule on page 7 of this
Schedule: agreement. The parties agree to the attached schedule.
This agreement supersedes all conversations, statements, and agreements expressed or implied
between the parties, their agents and representatives. Do not sign this Agreement if there are
any DianK spices. -
_✓---- (p -�f'� 0
r• IN
Willid'm C. Penny, President.
Date
L 7-0y
Date
A—ci -or
Date
Page I of 6
Andover Renovation Solutions, Inc
Addendum "A"
To Purchase Agreement -
Dated May 30, 2008
1. Financing Contingency
In order to assist or help finance the work set forth in the work specifications of this purchase
agreement, you shall apply for a conventional bank or other institutional loan of $
payable in no less than 30 years at prevailing market rates. If despite your diligent and good faith
efforts a commitment for such loan cannot be obtained on or before June 30, 2008, you may
terminate this agreement by written notice to Andover Renovation Solutions, Inc., said written
notice shall contain written evidence to us, as to your inability to obtain financing, whereupon
any and all obligations of the parties hereto shall cease and this agreement shall be null and void
without recourse to the parties hereto. In no event will you be deemed to have used diligent
efforts to obtain such commitment unless you submit a completed loan application conforming to
the foregoing position on or before June 30, 2008, to a conventional bank or other financial
institution which is presently in the business and practice of making residential mortgage loans.
Should you fail to notify Andover Renovation Solutions, Inc. in writing on or before June 30,
2008, TIME BEING OF THE ESSENCE of your inability to obtain such financing with written
evidence acceptable to us, then it shall be conclusively presumed that you have obtained
satisfactory financing and this contingency shall lapse, and you shall be bound to perform your
obligations under this agreement.
In the event financing is not obtained by client as outlined above, any monies received will be
returned within 30 days less any out of pocket expenses incurred by Andover Renovation
Solutions, Inc.
2. References Contingency
You hereby acknowledge receipt of a list of references from the Andover Renovation Solutions,
Inc. You may on or before June 11, 2008, check the references furnished by us. You shall have
the option of withdrawing from this agreement by written notice to Andover Renovation
Solutions, Inc. on or before June 11, 2008, TIME BEING OF THE ESSENCE. Should you fail
to notify us in writing on or before June 11, 2008, your wish or desire to withdraw from this
agreement then it shall be conclusively presumed that you have checked the references provided
by us and are satisfied with our references and qualifications and this contingency will lapse, and
you shall be bound to perform your obligations under this agreement.
Page 2 of 6
Scope of Work -
May
or -May 28, 2008
Lippman Master Bedroom Project
1 Construct (2) shed dormers as per conceptual drawings dated May 28, 2008 and labeled
"Floor Plans -Option" including removal of roof and roof structure, 2x10 rafters, '/2" CDX
plywood wall and roof sheathing, 2x4 wall construction, GAF asphalt fiberglass three tab roofing
to match existing, cement siding to closely match existing asbestos siding, #2 primed pine
exterior trim boards, windows and doors as specified below, R-13 fiberglass wall insulation, R-
30 fiberglass ceiling insulation, blueboard and skim coat plaster, aluminum gutters and
downspouts,
2 Furnish and install (5) Harvey Vicon vinyl windows with low E glass, full insect screens
and grilles on top sash only. (3)28310, (2)210410 Install tempered sashes in stair well windows
and tub window.
3 Install 3/4" plywood sub -floor over existing plank flooring.
4 Furnish and install (1) Jeld Wen 1-3/8" Cambridge molded two panel solid core interior
door with Schlage Plymouth polished brass passage set. Furnish and install (1) Jeld Wen 5 foot
hollow core Cambridge bi-fold closet door.
5 Construct (2) closets in existing bedroom as per plan with clothes pole and shelf in each
and 1x5 primed casing with 5/4" head casing with crown. Patch existing clear 1x6 baseboard
with cap molding. Plaster patch. walls as necessary. Remove (2) existing closets as per plan and
patch interior walls and baseboards.
6 Install electrical to include relocation of all wiring in disturbed walls and ceilings and
installation of (12) new outlets, (6) client supplied light fixtures, (6) hard wired smoke detectors,
and (1) bath fan.
7 Does not include interior or exterior paint, plumbing, tile, interior finish on new bedroom
side or reconstruction of existing stairs. Does not include client supplied surface mounted light
fixtures or carpet.
Includes permit application, permit fees and all required construction drawings.
9 Provide certified plot plan.
10 Remove all construction debris in supplied containers.
Page 3 of 6
Farms and r"loons:
......................................................................................................................................
1. Parties: "You" refers to the buyer or buyers. "We" or "Us" refers to the seller, Andover Renovation Solutions, Inc.
2. Access: You will permit us to go into the premises. the premises includes the land and the buildings. You will get any
consent needed for us to go onto any other premises in order to do the job. You are responsible and hold us harmless and
accept all risks for access through adjacent properties. if we are not allowed to go onto the premises and are prevented
from completing the work, then we have no further duty to perform this contract.
3. Insurance: We and all our subcontractors agree to carry the necessary Workmans' Compensation Insurance and Public
Liability Insurance as required by law. They cover the work to be performed under this agreement.
4. Warranties: We warranty all materials and workmanship for a period of one (1) year from date of substantial
completion on all work and materials supplied by us. This warranty does not cover damages beyond our control such
as misuse or failure to follow maintenance instructions or Acts of God. If a replacement product is unavailable will we
provide a substitute of equal value. You may not withhold any portion of the final payment for guaranteed performance
under this warranty. No service under this warranty is available if payments have not been made under this agreement.
The only remedies for breach of warranty are stated in this paragraph. It is understood that we will not be liable for
incidental, special or consequential damages in any way connected with the products or their installation whether for
breach of warranty express or implied, negligence or other reason. The limitation of damages under this warranty are
for repair, replacement or abatement only.
5. Changes and Alterations: No additional work will be performed without the prior written authorization by you. Any
such authorization will be done on a written Change Order form approved by both parties. Corrections of existing
building code violations not specified in the project description, or hidden structural, electrical or plumbing defects will
be an addition to this Agreement and paid by you. Any changes requested by inspecting Public Authorities not covered
in the Project Description will be billed to you as additional work. You agree that the duration of work and the scheduled
date of completion may differ from the date as indicated on page one, because of changes, alterations, hidden conditions,
inspectional delays, etc. which are unavoidable by us and shall not be considered to be a violation of this agreement.
Change orders are paid at time of approval and prior to such work.
6. Survey: You are solely responsible for the location of all lot lines and shall provide at your own cost a survey showing
buildings and property lines unless a certified plot plan is included in the attached scope of work.
7. Matching Existing: Where materials are to be matched, we will make every effort to do so, using standard materials,
but we cannot guarantee a perfect match. We are not responsible for the existing conditions of the structure with regard
to the level and plumb of walls, ceilings and floors and work to be done to existing conditions will be done in a
workmanlike manner without re -plumbing existing conditions unless specified in the Project Description.
8. Landscaping and Ledge: This agreement does not cover the blasting or removal of ledge during excavation and will
be billed separately to you. We will bring the grade, back to a rough grade condition after excavation, which does not
include loam, seed or sod. We are not responsible for damages to landscaping or grounds due to the use of vehicles or
heavy equipment.
9. Payment Schedule: Payments shall be made by you as per the attached Payment Schedule. We have the right to stop
work if payments are not made to us when due. Overdue payments will include a finance charge of 18 percent per year.
We shall pay all invoices authorized by us arising out of the construction and will hold you harmless against any liens
for labor or material filed against the property provided you have made all payments due us under the payment schedule.
10. Owner Supplied Services: You agree to provide electricity, water, toilet and telephone as may be required by us to
perform the work under this Agreement.
11. Advertising: You grant us the right to display a job sign at the property and take photographs of our work for the use
in our advertising.
12. Complete Agreement: This contract is the entire agreement, and it is agreed by both parties that the entire
understanding is contained in this written contract between you and us. It is further agreed that any subsequent changes
to this agreement must be in writing and signed by the parties. No oral agreements not specifically stated in this
agreement will have any force or effect. You are advised not to sign this agreement unless all blank sections have been
filled in or marked as void, deleted or not applicable, and until all exhibits and related documents that are incorporated
herein are attached.
Page 4 of 6
I 3. Subcontractors: We have tb- 'ght to subcontract any percentage of the work v ' , performed under this agreement.
You will not during the coursk the project hire any of our designated subco►. tors for other or additional work
without our written approval. You may hire your own subcontractors to perform selected work at our approval during
the course of our construction process. You are responsible for their supervision and their clean-up of the work site. You
must have them provide us with insurance certificates prior to starting their work, if they are working during the course
of our construction period. We are not responsible for delays caused by your subcontractors.
14. Cancellation: You may cancel this agreement within three business days as required by law ifthis agreement is signed
outside our place of business. We retain the same right of cancellation. Any deposit received from you will be returned.
See attached notice of cancellation (if signed by the parties at a place other than our place of business) for an explanation
of this right.
15. Registration: All home improvement contractors and subcontractors engaged in home improvement contracting,.
unless specifically exempt from registration by provisions of Chapter 142A of the general laws, must be registered with
the Commonwealth of Massachusetts. Inquires about registration and status should be made to the Director, Home
Improvement Contract Registration, One Ashburton Place, Room 1301, Boston, MA 02108.
16. Permits: We agree to obtain as your agent the building, plumbing, and electrical permits necessary to complete the
scope of work under this agreement. We shall not be held responsible for delays in the work described in this agreement
caused by regulatory, permit granting or inspectional agencies, or authorities. Under Chapter 142A, homeowners that
obtain their own construction related permits or contract with unregistered contractors will be excluded from the guaranty
fund.
17. Copy of Agreement: This agreement in governed by the Laws of Massachusetts. It must be executed in duplicate,
and an original signed copy will be given to you at the time of execution. No work under this agreement shall begin prior
to the signing of this agreement and transmittal to you.
18. Arbitration: The contractor and the homeowner mutually agree in advance that in the event of a dispute concerning
this agreement, the parties shall 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 as provided in MGL c. 142A, and the
decision of the arbitrator will be final. In the event of a dispute, and we have to retain an attorney to collect monies due
us, and we prevail, you will be responsible for all attorney fees.
19. Cleaning: We will keep the job site broom clean. At the end of the job we will broom clean all disturbed areas.
21. Unknown Conditions: We will advise you in writing of any unknown conditions discovered during the course of
construction; ie. moisture, mold/mildew, rotted wood, insect damage, or any existing structural damage. We will provide
a separate cost to you for those repairs.
22. Living at the House During Construction: It is recommended by us that you vacate the house during construction,
however if you decide to live at the house we are not responsible for any health related problems due to dust, or adverse
moisture conditions. You are responsible to keep children and pets away from the construction site.
23. Quality and Workmanship Standard: Quality and workmanship standard for this contract are defined by the National
Association of Home Builders, Residential Construction Performance Guidelines for Professional Builders &
Remodelers, 2 n Edition, ISBN 0-86718-495-7. In the event of a dispute these standards will be used.
20. Approval of these terms and conditions is indicated by your signature on the first page of this agreement
Page 5 of 6
Andover Renovation Solu s, Inc.
Payment Schedule
May 30, 2008
Name: Lippman
Project Address: 56 Harold Street, North Andover, MA 01845
Phone: 978 688-4047
Payment Description
Percent of Total I Amount
Original Order Amount____
55,593.00
Design Fee Paid
!
$
$
(1,295.00)
0.00
0.00
Revised Contract Amountm__._
$
100.00% T$
0.00 I
54,298.00
With Order Deposit
(Due At Placement of Order)
_b(� _
5.00% $
2,714.90
A � vev► .._.�-. 1..-_
�I .._._71LS
._ _63-x-
Materials Deposit
I
30.00%. ( $
16,289.40
Due at Preconstruction Meeting)
At completion of exterior frame —~
At rough inspections
20.00% i $
15.00% $
10,859.60
8,144.70
At blueboard and plaster
At installation of interior doors
_
10.00% $
10.00% $
5,429.80
5,429.80
i__ __. ________.... _ _ _.
_ _
Substantial completion
_
°
8.00% $
4,343.84
Completion of punch list_
2.00% ! $
1,085.96
----
i
Definitions:
Substantial Completion is obtained when all areas of the addition/renovations are functional and habitable.
Does not include any town inspections.
Punch List Items: Material or weather dependent items that cannot be completed until received or done until
weather permits. Punch list payment amount held by client should not exceed one and one half times cost of
items not completed.
Page 6 of 6
The Commonwealth of Massachusetts
I?epartmenI of Industrial Accidents
Office of Investigations
600 Washington Street
Boston, MA 02111
www.mass:gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name (Business/Organization/Individual): Andover Renovation SOlutlons i t✓`G
110 Winn Street
Address: Woburn, MA 01801
City/State/Zip:
Phone #: -7131 OLS-1 6009
Are you an employer? Check the -appropriate box:
1 JA I am a employer with 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
working for me in any capacity.
[No workers'. comp. insurance
required.]
3. ❑ I am a homeowner doing all.work
myself. [No workers' comp.
insurance required.] t
These sub -contractors have
- workers' comp. insurance.
❑ We are a corporation and its
officers have. exercised their
Tight of exemption per MGL
c. 152, § 1(4), and we have no
employees. [No workers'
comp. insurance required.]
Type of project (required):
6. ❑ New construction
7. ❑ Remodeling
8. ❑ Demolition
9. ❑ Building addition
10.❑ Electrical repairs or additions
11.❑ Plumbing repairs or- additions
12.0 Roof repairs
13.0 Other
*Any applicant that checks box # 1-mitst also fill out the section below showing their workers' compensation policy information
# Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit.a new affidavit indicating such.
tContractors that check this box must attached an additional sheet showing the name of the sub -contractors and their workers' comp. policy information.
I ant an employer that is providing workers'rompensation insurance for my employees. Below is the.policy and job site
information.
Insurance Company Name: L i 6 ey �-A. lk4 a
Policy # or Self -ins. Lica #: (/�(,, ' ?l' rj - 33j 1 1 Q--00 Z'? Expiration Date: �?i3 o$
Job Site Address: 56 t -'a., -D I d AL%. A Y%OqP., City/state/zip: MA D 19E -S
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 maybe forwarded to the Office of
Investigations of the DIA.for insluance coverag.. verification.
I do herebytettify under
L
and penalties of pe)jury that the information provided above is true and correct -
0 Oe
orrect_
Phone #: -715( 1131 VIVO s
OOe
Official use only. Do not write in this area, to be completed by city or town official.
City or Torn: Permit/License #
Issuing Authority (circle one):
1. 1oard 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 employmentbe 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 pehnit/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 bur 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.. #.6.17.-727-4900 ext 4066r _1-877-MASSAFE
Fax # 617-727-7749
Revised 5 -26 -OS www.mass.gov/dia
ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR
ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00)
Applicant Name: Site Address:
Print
,,O .' i10�ns, iKG , Town:
Applicant Phone: ebp!;-
oo . AM cloves ti t A 01 g9 -,—
Applicant Signature: 1.4
Z\� Date of Application
G7)o1cb
NEW CONSTRUCTION: (choose ONE of the following two options)
780 CMR TABLE 6107.1
PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR
NEW ONE- AND TWO-FAMILY BUILDINGS
124 O SF 100 x 76 . � - 12-40 = b . 7i % of glazing
MAXIMUM
MINIMUM
Option l:
PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING
Ceiling or
MAXIMUM
Basement
Slab
Ceiling and
Fenestration
exposed
Wall
Floor
Wall
Perimeter
AFUE
HSPF
SEER
Exposed floors
U -factor
floors
R -Value
R -Value
R -Value
R -Value
and Depth
.39
R -Value
R-13
R-19
R-10 R-10, 4 feet
and Depth
area (i.e. not compressed over exterior walls, and including any access openings).
❑
SUNROOM - An addition or alteration to an existing building/dwelling unit where the total
glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the
addition.
Note: Owner to fill out Consumer ln ormation Form (found in Appendix 120.P)
R-10,
National Appliance Energy
Conservation Act
R-38
R-19
R-19
R-10
(NAECA) of
.35
4 ft
1987 as amended, minimums or
greater as applicable
Note: This form is not required if you choose either of the two versions of REScheck as listed below.
❑ Option 2:
REScheck Version 4.1.2 or later variant software analysis must be completed
(780 CMR 6107.3.2
REScheck-Web which can be accessed at http://www.energycodes.gov/reschecld
ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS OVER 5 YEARS OLD*
*Buildings under 5 years old must use option #I or #2 in New Construction section above.
Complete the following formula to determine the % of glazing:
(a) Gross Wall & Ceiling Area equals Formula: (100 x b _ a)
124 O SF 100 x 76 . � - 12-40 = b . 7i % of glazing
(b) Glazing area equals 76 . h SF b a
If glazing is <_40% use the chart below. If glazing is > 40 % proceed to "SUNROOM" section
780 CMR TABLE 6101.3
PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING
LOW-RISE RESIDENTIAL BUILDINGS
MAXIMUM
MINIMUM
Ceiling and
Slab Perimeter
Fenestration
Wall
Floor
Basement Wall
U -factor
Exposed floors
R -Value
R -value
R -Value R -Value
R -Value
and Depth
.39
R-37 a
R-13
R-19
R-10 R-10, 4 feet
a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R -value over the entire ceiling
area (i.e. not compressed over exterior walls, and including any access openings).
❑
SUNROOM - An addition or alteration to an existing building/dwelling unit where the total
glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the
addition.
Note: Owner to fill out Consumer ln ormation Form (found in Appendix 120.P)
1
GTS
�-\ Board of Building Regulations and Standards
HOME IMPROVEMENT CONTRACTOR
Registraton;k, 128016
expiration 2I 1/2009 Tr# 263931
�IRiType Private Corporation
ANDOVER REN11 TIONS, INC
WILLIAM PENNY`�.`:
110 WINN ST
WOBURN, MA 01801
Administrator
--
------
�ize iiJomrmtonure� o�✓vrcraaaciurGe�
BOARD OF BUILDING REGULATIONS
i License: CONSTRUCTION SUPERVISOR
Number.- CS.. 079181
Birthdate 061953
Tr. no: 3556.0
Expwes.l4. /2008
Mz
RestricPy-M
WILLIAM C PENNY'
2 COPLEY DRIVE
ANDOVER, MA 01810 -' Commissioner
TRIPI ENGINEERING SERVICES. LLC
110 Winn Street, Suite 207
Woburn. Massachusetts 01301
www.tripiengineermg.com
N OF M
Project:
080049.00
Date:
6/11/2008
By:
JMT
PROJECT: I
y
LIPPMAN RENOVATION ,0 No. 45212
56 HAROLD STREET �o,� `�crSTEP�`
NORTH ANDOVER, MA ass/ONAL�N�'\
6-11-v8
CLIENT:
ANDOVER RENOVATION SOLUTIONS, INC. Q PA 61M ;I it 14, 1b 2,.3
DESIGNER/ARCHITECT: A es /NlnxF-�
ANDOVER RENOVATION SOLUTIONS, INC.
110 WINN STREET
WOBURN, MA
TRIPI ENGINEERING SERVICES LLC'S (TES) SCOPE OF WORK **:
SIZING OF MEMBERS AND SUPPORTS SHOWN EXPLICITLY ON ATTACHED STAMPED
DRAWINGS WITH SUPPORTING CALCULATIONS ONLY.
**- NOTE: TES's scope of work is limited to design of the specific items indicated
above. Design of other elements, if required, is the responsibility of others. Project
Contractor(s) is responsible for constructing all work in accordance with all
applicable codes and regulations.
LIST OF CALCULATIONS:
i. DESIGN CRITERIA
ii. NOTES
la RIDGE BEAM OVER PROPOSED NEW DORMER (TRIPLE LVL)
lb RIDGE BEAM OVER PROPOSED NEW DORMER (DOUBLE LVL)
2 POST SELECTION TABLE
3 WINDOW HEADER
TRIPI ENGINEERING SERVICES, LLC
110 "A%inn Street, Suite 207
Woburm Massachusetts 01301
vvx w. tripienggineerung.com
DESIGN CRITERIA
PROJECT NOTES
BUILDING CODE IS MSBC 7th EDITION 1&2 FAMILY DWELLING CODE
(780 CMR)
LOADS
ROOFS
DEAD 15 PSF (ASPHALT SHING. OR
EQUIV., WOOD FRAM.)
GROUND SNOW = 55 PSF NORTH ANDOVER, MA)
1= 1.0 CATEGORY II
Ce= 1.0
Ct= 1.1
FLAT -ROOF SNOW= 42 PSF
ROOF SNOW LOADS COMPUTED BASED UPON FLAT ROOF SNOW AND
REDUCTIONS BASED UPON ACTUAL ROOF SLOPES
ATTIC
DEAD 10 PSF
LIVE 20 PSF (STORAGE)
10 PSF (NO STORAGE)
2nd FLOOR
DEAD 12 PSF
LIVE 30 PSF (SLEEPING AREAS)
40 PSF (REMAINING AREAS)
1st FLOOR
DEAD 15 PSF
LIVE 40 PSF (INTERIOR SPACES)
WIND
PER MSBC
DEFLECTION CRITERIA*:
Project:
080049.00
Date:
6/11/2008
By:
JMT
LIVE & SNOW LOAD TOTAL LOAD
A) FLOORS & VENEER PLASTERED CLGS. U360 U240
B) OTHER, NON -FINISHED 0240 U180
*TES -RECOMMENDED MAXIMUM TOTAL LOAD DEFLECTIONS
WERE IMPOSED AT SOME LOCATIONS AS INDICATED ON CALC. SHEETS
780CMR
T5301.2(5)
ASCE 7-02
.5 &
1.5
780CMR
5301.7 &
T5301.7
TRIPI ENGINEERING SERVICES, LLC
110 Winn Street, Suite 207
Woburn. Massachusetts 01501
,i -Ni -Na-. tripiengineer6ig. c om .
Project: 080049.00
Date: 6/11/2008
By: JMT
NOTES RELATED TO STRUCTURAL ELEMENTS SIZED BY TRIPI ENIGNEERING SERVICES LLC
1 ALL CONSTRUCTION TO CONFORM TO THE MASSACHUSETTS ONE AND TWO-FAMILY DWELLING
CODE, 780 CMR, 7TH EDITION AND ALL APPLICABLE LOCAL REGULATIONS. THESE
DRAWINGS/SKETCHES SHOW ENGINEERED MODIFICATIONS ONLY. CONTRACTOR IS SOLELY
RESPONSIBLE FOR PROVIDING ADDITIONAL CONSTRUCTION, STRUCTURAL AND NOW
STRUCTURAL, AS REQUIRED TO CONFORM TO THE REQUIREMENTS OF THE ABOVE -REFERENCED
CODE AND ALL APPLICABLE REGULATIONS. CONTRACTOR TO COORDINATE ALL NECESSARY
INSPECTIONS DURING THE CONSTRUCTION PHASE OF THE WORK.
2 CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION,
SUPERVISION, AND SAFETY DURING ALL PHASES OF THE WORK. CONTRACTOR SHALL PROVIDE
SAFE ACCESS FOR ENGINEER TO OBSERVE DETAILS OF THE AS -BUILT AND EXISTING
CONSTRUCTION AS REQUIRED.
3 CONTRACTOR TO CONTACT ENGINEER TO COORDINATE SITE VISITS DURING THE WORK.
4 CONTRACTOR TO NOTIFY STRUCTURAL ENGINEER OF ANY PROPOSED DEVIATION FROM DETAILS
SHOWN ON THESE DRAWINGS/SKETCHES PRIOR TO PERFORMING THE WORK.
5 DESIGN CRITERIA: PER ATTACHED DESIGN CRITERIA PAGE, UNO
6 ALL NEW STEEL (IF APPLICABLE) TO BE ASTM A992 (MIN.). FINISH TO BE SHOP PRIMED PAINT
UNLESS NOTED OTHERWISE.
7 ALL BOLTS TO BE ASTM A307 - MIN., UNO.
8 ALL NEW FRAMING TO BE SPRUCE -PINE -FIR NO.2 OR BETTER. BUILD UP AND FASTEN ALL
FRAMING AS REQUIRED BY MSBC. ALL FASTENING TO BE IN ACCORDANCE WITH MSBC. GUN -
DRIVEN NAILS FOR FRAMING CONNECTIONS SHALL BE 12d, 0.131 -INCH DIAMETER SHANK, MIN.,
EXCEPT WHERE LARGER NAILS ARE REQUIRED PER MSBC TABLE.
9 DO NOT DRILL HOLES THROUGH STRUCTURAL ELEMENTS EXCEPT AS ALLOWED BY CODE -
SUBJECT TO ENGINEER'S PRIOR APPROVAL. DO NOT DRILL HOLES THROUGH STRUCTURAL
POSTS / BUILT-UP COLUMNS.
10 PROVIDE SOLID BLOCKING FROM ALL POSTS CONTINUOUS DOWN TO FOUNDATION OR OTHER
SUPPORT MEMBERS AS INDICATED ON PLAN. USE SQUASH BLOCKS OR SOLID LVL.
11 ALL NEW LVL TO BE Fb3100SP AS MANUFACTURED BY BOISE CASCADE, OR APPROVED EQUAL,
INSTALL IN ACCORDANCE WITH ALL MANUFACTURER REQUIREMENTS / RECOMMENDATIONS FOR
EACH APPLICATION. BUILD UP AS INDICATED IN CALCULATION PACKAGE. DO NOT DRILL HOLES
THROUGH LVL FRAMING.
12 ALL NEW VERSALAM TO BE VERSALAM 2200 AS MANUFACTURED BY BOISE CASCADE, OR
APPROVED EQUAL. DO NOT DRILL HOLES THROUGH VERSALAM POSTS.
13 ALL NEW ALLJOIST TO BE OF TYPE SHOWN ON DRAWINGS, AS MANUFACTURED BY BOISE
CASCADE, OR APPROVED EQUAL. , INSTALL IN ACCORDANCE WITH ALL MANUFACTURER
REQUIREMENTS / RECOMMENDATIONS FOR EACH APPLICATION.
14 ALL STRUCTURAL CONNECTORS TO BE SIMPSON STRONG -TIE, OF TYPE INDICATED ON PLANS OR
ENGINEER -APPROVED EQUAL. PROVIDE COMPATIBLE FASTENERS OF TYPE REQUIRED FOR FULL
CONNECTOR CAPACITY, TYP. LINO.
BOISE" Triple 1-3/4" x 18" VERSA -LAM® 2.0 3100 SP Roof Beam1TRIPLE
BC CALC® 9.5 Design Report - US 1 span I No cantilevers 10/12 slope Tuesday, June 10, 2008 23:55
Build 91
File Name: BC.BCC
Job Name: LIPPMAN RENOVATION Description: TRIPLE
Address: 56 HAROLD STREET Specifier:
City, State, Zip: N. ANDOVER, MA Designer. JMTripi
Customer: Company: TES
Code reports: ESR -1040 Misc:
'1*10
12
130, 3.1/2"
LL 1316 lbs
DL 3623 lbs
SL 5528 lbs
B1, 3-1/2"
LL 1316 lbs
DL 3623 lbs
SL 5528 lbs
Total Horizontal Product Length =19-06.00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib.
1 UNIFORM LOADS Unf. Lin. (plf) Left 00-00-00 19-06-00 135 345 567 n/a
Cautions
Column at Bearing BO analyzed for bearing only, column analysis has not been performed.
Column at Bearing B1 analyzed for bearing only, column analysis has not been performed.
For roof members with slope (1/4)/12 or less final design must ensure that ponding instability
will not occur.
For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow
surcharge load.
Notes
Design meets User specified (U360) Total load deflection criteria.
Design meets User specified (0480) Live load deflection criteria.
Design meets arbitrary (0.625") Maximum load deflection criteria:
Member Slope = 0, consider drainage.
Connection Diagram
b
a minimum = 1-1/2"c = 7-1/2"
b minimum = 4" d = 12"
e minimum = 1"
Install screws from both sides, staggering screws by Y2 of the spacing to avoid splitting.
Pnnn gco ire: SDS 1/4 x 4-1/2
Ike
Disclosure
Completeness and accuracy of input must
be verified by anyone who would rely on
output as evidence of suitability for
particular application. Output here based
on building code -accepted design
properties and analysis methods.
Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
building codes. To obtain Installation Guide
or ask questions, please call
(888)234-0056 before installation.
BC CALCO, BC FRAMERS, AJS-,
ALLJOIST®, BC RIM BOARD-, BCI®,
BOISE GLULAM-, SIMPLE FRAMING
SYSTEMS, VERSA -LAMS, VERSA -RIM
PLUS®, VERSA -RIM®,
VERSA -STRANDS, VERSA -STUD® are
trademarks of Boise Wood Products,
L.L.C.
Load
Controls Summary
Value
%Allowable
Duration
Case
Span Location
Pos. Moment
48658 ft -lbs
60.4%
115%
2
1 - Internal
End Shear
8544 lbs
41.4%
115%
2
1 - Left
Total Load Defl.
U367 (0.622")
98.0%
2
1
Live Load Defl.
U562 (0.407')
85.5%
2
1
Max Defl.
0.622"
99.6%
2
1
Span / Depth
12.7
n/a
0
1
% Allow
% Allow
Bearing Supports
Dim. (L x W)
Value
Support
Member
Material
BO Post
3-1/2" x 5-1/4"
10467 lbs
78.6%
76.0%
Spruce -Pine -Fir
B1 Post
3-1/2" x 5-1/4"
10467 lbs
78.6%
76.0%
Spruce -Pine -Fir
Cautions
Column at Bearing BO analyzed for bearing only, column analysis has not been performed.
Column at Bearing B1 analyzed for bearing only, column analysis has not been performed.
For roof members with slope (1/4)/12 or less final design must ensure that ponding instability
will not occur.
For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow
surcharge load.
Notes
Design meets User specified (U360) Total load deflection criteria.
Design meets User specified (0480) Live load deflection criteria.
Design meets arbitrary (0.625") Maximum load deflection criteria:
Member Slope = 0, consider drainage.
Connection Diagram
b
a minimum = 1-1/2"c = 7-1/2"
b minimum = 4" d = 12"
e minimum = 1"
Install screws from both sides, staggering screws by Y2 of the spacing to avoid splitting.
Pnnn gco ire: SDS 1/4 x 4-1/2
Ike
Disclosure
Completeness and accuracy of input must
be verified by anyone who would rely on
output as evidence of suitability for
particular application. Output here based
on building code -accepted design
properties and analysis methods.
Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
building codes. To obtain Installation Guide
or ask questions, please call
(888)234-0056 before installation.
BC CALCO, BC FRAMERS, AJS-,
ALLJOIST®, BC RIM BOARD-, BCI®,
BOISE GLULAM-, SIMPLE FRAMING
SYSTEMS, VERSA -LAMS, VERSA -RIM
PLUS®, VERSA -RIM®,
VERSA -STRANDS, VERSA -STUD® are
trademarks of Boise Wood Products,
L.L.C.
BOISE Double 1-3/4" x 24" VERSA -LAM® 2.0 3100 SP Roof Beam1DOUBLE
BC CALCO 9.5 Design Report - US 1 span I No cantilevers 0/12 slope Tuesday, June 10, 2008 23:55
Build 91
File Name: BC.BCC
Job Name: LIPPMAN RENOVATION
Description: DOUBLE
Address: 56 HAROLD STREET
Specifier:
City, State, Zip: N. ANDOVER, MA
Designer: JMTripi
Customer:
Company: TES
Code reports: ESR -1040
Misc:
130, 5-1/C
LL 1316 lbs
DL 3594 lbs
SL 5528 lbs
81, 5-1/4"
LL 1316 lbs
DL 3594 lbs
SL 5528 lbs
Total Horizontal Product Length =1946-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 1000/0 90% 115% 133% 125% Trib
1 UNIFORM LOADS Unf. Lin. (plf) Left 00-00-00 19-06-00 135 345 567 n/a
Cautions
Column at Bearing BO analyzed for bearing only, column analysis has not been performed.
Column at Bearing B1 analyzed for bearing only, column analysis has not been performed.
For roof members with slope (1/4)/12 or less final design must ensure that ponding instability
will not occur.
For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow
surcharge load.
Notes
Design meets User specified (U360) Total load deflection criteria
Design meets User specified (U480) Live load deflection criteria.
Design meets arbitrary (0.625") Maximum load deflection criteria.
Member Slope = 0, consider drainage.
1 7{ b
a minimum = 1-1/2%= 10-1/2" 16
b minimum = 4" d = 12" 1116—
e minimum = 1"
Connectors are: SDS 1/4 x 3-1/2
Page 1 of 1
Disclosure
Completeness and accuracy of input must
be verified by anyone who would rely on
output as evidence of suitability for
particular application. Output here based
on building code -accepted design
properties and analysis methods.
Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
building codes. To obtain Installation Guide
or ask questions, please call
(888)234-0056 before installation_
BC CALCO, BC FRAMER®, AJSTm,
ALUOISTO , BC RIM BOARD-, BCI® ,
BOISE GLULAMTM, SIMPLE FRAMING
SYSTEM®, VERSA -LAM®, VERSA -RIM
PLUS®, VERSA -RIM®,
VERSA -STRAND®, VERSA -STUDS are
trademarks of Boise Wood Products,
L.L.C.
Load
Controls Summary
Value
%Allowable
Duration
Case
Span Location
Pos. Moment
47049 ft -lbs
50.9%
115%
2
1 - Internal
End Shear
7829 lbs
42.7%
115%
2
1 - Left
Total Load Defl.
0609 (0.369")
59.1%
2
1
Live Load Defl.
0929 (0.242")
51.6%
2
1
Max Defl.
0.369"
59.1%
2
1
Span / Depth
9.4
n/a
0
1
% Allow
% Allow
Bearing Supports
Dim. (L x W)
Value
Support
Member
Material
BO Post
5-1/4" x 3-1/2"
10439 lbs
78.4%
75.7%
Spruce -Pine -Fir
B1 Post
5-1/4" x 3-1/2"
10439 lbs
78.4%
75.7%
Spruce -Pine -Fir
Cautions
Column at Bearing BO analyzed for bearing only, column analysis has not been performed.
Column at Bearing B1 analyzed for bearing only, column analysis has not been performed.
For roof members with slope (1/4)/12 or less final design must ensure that ponding instability
will not occur.
For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow
surcharge load.
Notes
Design meets User specified (U360) Total load deflection criteria
Design meets User specified (U480) Live load deflection criteria.
Design meets arbitrary (0.625") Maximum load deflection criteria.
Member Slope = 0, consider drainage.
1 7{ b
a minimum = 1-1/2%= 10-1/2" 16
b minimum = 4" d = 12" 1116—
e minimum = 1"
Connectors are: SDS 1/4 x 3-1/2
Page 1 of 1
Disclosure
Completeness and accuracy of input must
be verified by anyone who would rely on
output as evidence of suitability for
particular application. Output here based
on building code -accepted design
properties and analysis methods.
Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
building codes. To obtain Installation Guide
or ask questions, please call
(888)234-0056 before installation_
BC CALCO, BC FRAMER®, AJSTm,
ALUOISTO , BC RIM BOARD-, BCI® ,
BOISE GLULAMTM, SIMPLE FRAMING
SYSTEM®, VERSA -LAM®, VERSA -RIM
PLUS®, VERSA -RIM®,
VERSA -STRAND®, VERSA -STUDS are
trademarks of Boise Wood Products,
L.L.C.
32
The same properties that make VERSA -LAM® beams great, also make them highly suitable for wood
columns. In VERSA -LAM® columns, you'll find none of the deep checks, cracks or twists that can
plague solid wood columns and there's no need to box in VERSA -LAM® beams good looks.
VERSA -LAW 2200 Column Table
o pp
Allowable Design !Values
Product
Bending
Fb [psi]pt
Compression
Parallel to Grain
F. [psi]
Iorizontal Shear
FY sl
[psi]
Modulus of
Elasticity
E [psi]
Allowable Axial Load (Lb)
100% Load Duration
2722(3)
3000
285
VQ
4
k k� Q
rr
15,160 16,600 17,465
Q Ei►[�
rr
22,700 24,860 26,160
W91n W, WW n W
rr rr
rr
wr ra F
rr',
No. 2 SPF 2x6
5
12,655 13,555 14,080
18,990
20,345 21,135
No. 2 Hem Fir 2x6
1271
1250
75
1300000
6
10,385 10,970 11,305
15,590
16,465 16,970
20,790
21,955 22,635 33,340 36,540 38,450
7
8,555 8,955 9,185
12,840
13,440 13,785
17,125
17,925 18,385 29,745 32,105 33,495
8
7,125 7,405 7,570
10,690
11,115 11,360
14,260
14,825 15,155 26,200 27,940 28,955
34,950
37,265 38,620
9
6,000 6,210 6,330
9,005
9,320 9,500
12,010
12,430 12,670 22,995 24,310 25,075
30,675
32,425 33,445
10
11
5,110 5,270 5,360
4,400 4,525 4,595
7,675
6,605
7,9 0 8,045
16,790 6,895
10,235 110,5501
8,810
10,730 20,220 121,235 21,825
9,055 9,195 17,850 18,650 19,115
26,970
23,810
28,325 29,110
24,880 25,495
12
3,825 3,920 3,975
5,740
5,885 5,970
7,660
7,850 7,960 15,830 16,475 16,850
21,120
21,980 22,475
13
3,355 3,430 3,475
5,035
5,150 5,215
6,715
6,870 6,955 14,115 14,640 14,945
18,830
19,530 19,935
14
2,960 3,025 3,060
4,445
4,540 4,595
5,930
6,055 6,130 12,650 13,085 13,330
16,875
17,450 17,785 33,415 35,020
35,950
15
11,390 11,750 11,960
15,195
15,675 15,955 30,490 31,845
32,630
116
10,305 10,610 10,780
13,745
14,150 14,385 27,900 29,050
29,715
17
9,360 9,620 9,765
12,490
12,830 13,030 25,600 26,585
27,155
18
8,540 8,760 8,885
11,390
11,685 11,855 23,%0 24,405
24,900
19
7,820 8,010 8,115
10,430
10,685 10,830 21,740 22,475
22,900
20
7,185 7,345 7,440
9,580
9,800 9,930 20,110 20,755
21,125
21
6,620 6,765 6,845
8,830
9,025 9,135 18,655 19,220
19,545
22
17,345 17,845
18,130
23
16,160 16,605
16,860
24
15,095 15,490
15,715
Allowable Design Stresses
w
d
• Table assumes that the column is braced at
column ends only. Effective column length
tial to actual column length.
• Tables are based on one-piece column
members used in dry service conditions.
• Allowable loads in an eccentricity
value
value of 0.167 of column thidmess
(first dimension).
is
• Allowable loads are based on axial loading
columns using the design provisions of the
National Design Specification? for Wood
Construction (NDS), 1997 edition. For side
other combined bending and axial loads,
provisions of NDS, 1997 edition.
or
see
Modulus of Elasticity E =1.8 x 106 psi
Flexural stress Fb = 2200(12/d)'" psi
Tension roller to rain F -1600
9 r -
Horizontal shear perpendicular to glue line Fv = 285 psi
°
Compression parallel to grain Fd = 3000 psi
Compression perpendicular to grain F, = 900 psi
parallel to glue line
o pp
Allowable Design !Values
Product
Bending
Fb [psi]pt
Compression
Parallel to Grain
F. [psi]
Iorizontal Shear
FY sl
[psi]
Modulus of
Elasticity
E [psi]
2400Fb DF VERSA -STUD®
2722(3)
3000
285
2000000
2900Fb SP VERSA -STUD®
3289(4)
3000
290
2000000
No. 2 SPF 2x6
1121
1100
70
1100000
No. 2 Hem Fir 2x6
1271
1250
75
1300000
No. 2 D Fir -L 2x6
1308
1300
95
1600000
1) Design values are for loads applied to the narrow face of the studs.
2) Repetitive member and size factors have been applied ^
3) For a 51/2 inch depth. Use 2862 psi and 2640 psi for 3%2 and 7A inch depths, respectively. L
4) For a 51/2 inch depth. Use 3459 psi and 3190 psi for 31h and 71/4 inch depths, respectively.
5) Dimension lumber design values per the 1997 NDS.
BOISE, Double 1-3/4" x 7-1/4" VERSA -LAM® 2.0 3100 SP Floor Beam1HEADER
BC CALC® 9.5 Design Report - US 1 span I No cantilevers 10/12 slope Wednesday, June 11, 2008 00:19
Build 91
lmu!p�
SL 2764 lbs
D t_ 7 824 I Ips
S L 2764 I bs
Tot�1 Horizor�t�1 F�rocluc
Load Summary Live Dead Snow Wind Roof live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib
1 RIDGE POINT LOAD Conc. Pt. (Ibs) Left 01-09-00 01-09-00 1316 3623 5528 n/a
Controls Summary
File Name: BC.BCC
Job Name: LIPPMAN RENOVATION
Description: HEADER
Address: 56 HAROLD STREET
Specifier:
City, State, Zip: N. ANDOVER, MA
Designer: JMTripi
Customer:
Company: TES
Code reports: ESR -1040
Misc:
lmu!p�
SL 2764 lbs
D t_ 7 824 I Ips
S L 2764 I bs
Tot�1 Horizor�t�1 F�rocluc
Load Summary Live Dead Snow Wind Roof live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib
1 RIDGE POINT LOAD Conc. Pt. (Ibs) Left 01-09-00 01-09-00 1316 3623 5528 n/a
Controls Summary
Value
%, Allowable
Duration
Load
Case
Span Location
Pos. Moment
7907 ft -lbs
82.1%
115%
2
1 - Internal
End Shear
5240lbs
94.5%
115%
2
1 - Left
Total Load Defl.
L/764 (0.048")
31.4%
2
1
Live Load Defl.
L/1170 (0.031")
30.8%
2
1
Max Defl.
0.048"
19.1%
2
1
Span / Depth
5.0
n/a
0
1
Bearing Supports
Dim. (L x W)
Value
% Allow
Support
% Allow
Member
Material
BO Post
3-1/2" x 3-1/2"
5246lbs
59.1%
57.1%
Spruce -Pine -Fir
B1 Post
3-1/2" x 3-1/2"
5246 lbs
59.1%
57.1%
Spruce -Pine -Fir
Cautions
Column at Bearing BO analyzed for bearing only, column analysis has not been performed.
Column at Bearing B1 analyzed for bearing only, column analysis has not been performed.
Notes
ueslgn meets coae minimum (L/240) Total load deflection criteria.
Design meets Code minimum (L/360) Live load deflection criteria.
Design meets arbitrary (0.25") Maximum load deflection criteria.
Connection Diagram
d
* •
C
V 0
a minimum = 1-1/2"c = 4-1/4"
b minimum = 4" d = 12"
e minimum = 1"
Connection design assumes point load is 'top -loaded'. For connection design of 'side -loaded' point loads,
please consult a technical representative or professional of Record.
Install Screws with screw heads in the loaded ply.
Member has no side loads.
Concentrated loads are not considered in side load analysis.
Connectors are: SDS 1/4 x 3-1/2
Page 1 of 1
Disclosure
Completeness and accuracy of input must
be verified by anyone who would rely on
output as evidence of suitability for
particular application. Output here based
on building code -accepted design
properties and analysis methods.
Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
building codes. To obtain Installation Guide
or ask questions, please call
(888)234-0056 before installation.
BC CALC®, BC FRAMER®, AJS-,
ALLJOIST®, BC RIM BOARD-, BCI®,
BOISE GLULAM-, SIMPLE FRAMING
SYSTEM®, VERSA -LAM®, VERSA -RIM
PLUS®, VERSA -RIM®,
VERSA -STRANDS, VERSA -STUD® are
trademarks of Boise Wood Products,
L.L.C.
3 AWT