HomeMy WebLinkAboutBuilding Permit #71 - 350 WINTHROP AVENUE 7/27/2007Permit NO: I
BUILDING PERMIT
TOWN OF NORTH ANDOVER
APPLICATION FOR PLAN EXAMINATION
Date Received
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TYPE OF IMPROVEMENT
PROPOSED USE
Residential
Non- Residential
❑ New Building
❑ One family
❑ Addition
❑ Two or more family
❑ Industrial
❑ Alteration
No. of units:
❑ Commercial
❑ Repair, replacement
❑ Assessory Bldg
❑ Others:
❑ Demolition
❑ Other
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OF WORK TO BE PREFORMED:
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Identification Please
OWNER: Name:
or Print Clearly)
1 IK -�77
ARCH ITECT/ENGINEER48,r aP % A,a_\vAo_� Phone:
FEE SCHEDULE: BULDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F.
Total Project Cost: $ tC • r)b FEE: $
Recei t No Ot-I o
Check No.. p
NOTE: Persons contracting with unregistered contractors do not have access tV e gu#ranty fund
Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑
TYPE OF SEWERAGE DISPOSAL
Public Sewer
Tanning/Massage/Body Art ❑
Swimming Pools ❑
Well ❑
Tobacco Sales
Food Packaging/Sales
Private (septic tank, etc. ❑
Permanent Dumpster on Site IQ9.
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF - U FORM
PLANNING & DEVELOPMENT ❑
COMMENTS
DATE REJECTED DATE APPROVED
DATE REJECTED DATE APPROVED
CONSERVATION ❑ ❑
COMMENTS
DATE REJECTED DAT/A/PI'R-3%'-'V ED
HEALTH ❑ �'' �S /"�' COMMENTS
'vim- v d
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
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 YesZ No
DANGER ZONE LITERATURE: Yes No
MGL Chapter 16-6Section21A—F and G min.$100-$1000 fine
Doc.Building Permit Revised 2007
Building Department
The following is a list of the required forms to be filled out for the appropriate permit to be obtained
Roofing, Siding, Interior Rehabilitation Permits
/:�PEuilding 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
Location2�
No. Date
NORTH TOWN OF NORTH ANDOVER
9
Certificate of Occupancy $
,SSACMU Building/Frame Permit Fee $ _
Foundation Permit Fee $
Other Permit Fee $ �---
TOTAL $
Check #
2 0 4 .tf-
Building Inspector
Jul 25 07 10:06a Robert J. Vorbach 603 - 886 - 1738 p.1
Street, Nashua, N -H. 03064-2114
ROBERT J. VORBACH
ARCUMCT .
Tel: 603 - 886 -1738 Cell: 603 - 204 - 8071
FAX COVER SHEET
Date:
Send To:.:._,
From:
Total Pages, Including Cover:
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Comments.
Jul 25 07 10:07a
Robert J. Vorbach 603 - 886 - 1738 P.3
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PROJECT: WINL & BEER AT THE ANDOVERS
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VORBACH ARCHITECTURE
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NORTH ANDOVER, MASSACHUSETTS
58 Manchester Street, Nashua, N.H. 03064-2114
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PLAN DETAIL
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ROBERT J. VORBACH
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ARCHITECT
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Tel; 6030886*1738 Fac 603088601738
Jul 25 07 10:07a
Robert J. Vorbach
603 - 886 - 1738 p.2
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PROJECT:WINE. & BEER AT THE ANDOVERS
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VORBACH ARCHITECTURE
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NORTH ANDOVER, MASSACHUSETTS
58 Manchester Street, Nashua, N.H. 03064-2114
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P.A.RTIAL .FIRST FLOOR PLAN
ROBERT J. VORBACH
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REGISTERED ARCHITECT
(FRONT QNT SECTION)
Tel: 6D3 /886 0 1738 Fax 603 0 886 o 1738
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PUBLIC HEALTH DEPARTMENT
Community Development Division
Bill Buco
Wine and Beer at the Andovers
342 Winthrop Ave
No. Andover, MA 01845
July 23, 2007
Re: Plan review for "Wine and Beer at the Andovers"
Dear Mr.Buco,
The Health Department has received your application submitted for a new food establishment at
342 Winthrop Ave. This plan has been approved. The Building Department will receive a copy
of this approval letter. In addition to the plan specifications, and per our conversation held on
July 246, the following conditions must be met or followed prior to receiving the occupancy sign
off by the Health Department:
1) Page 9 Sanitizer — Chlorine sanitizer will be purchased to be used on food contact
surfaces at 100-200 parts per million.
2) Page 8 #4 Food Worker sick policy — Ill workers may not prepare or handle any foods
that are not prepackaged.
3) Page 11 #1 Outside doors — all outside doors must be self closing and rodent/water proof
4) Architect must show grease trap on a plan — S. Sawyer contacted R. Vorbach, he will
submit drawing addendum ASAP.
5) Page 16 Insecticide storage — There should be no or minimal insecticides and will have
its own location if needed
6) Page 18 Toilet room — Existing doors will be made to be self closing doors on all toilet
rooms
7) Grease trap cut sheet must be submitted
8) Page 12 #1— Dumpster must be placed on a cement pad and enclosed. An application for
the dumpster must be submitted with appropriate fee.
9) There is currently no person trained in food safety principles, as there is no food handling
at this time. The person hired to conduct wine testings and/ or other persons designated
by the Health Dept. will be required to be certified in accordance with the state and local
codes.
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
10) The applicant will contact the Health Office prior to initiating Wine Tastings or other
events.
The following detail is the process going forward with the construction of the premises.
Once basic construction is complete and the equipment is in place, please contact the health
office for a construction inspection to verify that you have built it to plan. At that time we will
sign off the building permit. The final health inspection should be requested approximately 24-
48 hours prior to opening the establishment. At the final inspection, it is expected that the
premises will be ready for business.
Some items needed to receive the permit to operate are:
1) The establishment will be clean of all construction materials
2) The handsink and bathroom will be stocked with a wall mounted paper towel and soap
dispensers
3) The ladies room will have a covered trash can for feminine item disposal
4) Bathroom must have "employee must wash hands before returning to work' signage
5) Handsinks should be labeled "hand wash only"
6) There must be test strips for the Chlorine sanitizer on site
7) Directions on mixing the sanitizer should be posted.
8) The three -bay should be labeled "wash, rinse, sanitize"
9) Gloves must be on site. Please note that the state does not recommend the use of latex
gloves due to some person's sensitivity to latex that may cause them illness.
10) You must obtain copies of the state and federal food codes and keep them on premises
11) At minimum, employees should be trained on the sick policy and sanitation basics.
Please contact this office if you have any questions. We look forward to continue working with
you through this remodel of your kitchen. Thank you for your cooperation.
W
wyer=Inspector alth
Cc: North Andover Building Dept.
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
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BC CALC® 9.5 Design Report - US
Build 91
Triple 1-3/4" x 14" VERSA-L.AMO 2.0 3100 SP Floor Beam1F1301
1 span I No cantilevers 10/12 slope
Wednesday, July 11, 2007 09:32
B0, 5-1/2"
LL 1143 lbs
DL 981 lbs
B1, 5-1/2"
LL 1143 lbs
DL 981 lbs
Total Horizontal Product Length = 28-07-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load type Ref. Start End 100% 90% 115% 133% 1250/6 Trib
1 Standard Load Unf. Area (psf) Left 00-00-00 28-07-00 20 12 04-00-00
File Name:
BC0701-Wine and Beer
Job Name:
Wine and Beer at the Andovers
Description: Cooler R.O. Header
Address:
North Andover Mall
Specifier:
Boise Cascade
City, State, Zip: North Andover, MA. 01845
Designer:
Robert J. Vorbach
Customer:
Bill Buco
Company:
Vorbach Architecture
Code reports:
ESR -1040
Misc:
Cooler R.O. Header
B0, 5-1/2"
LL 1143 lbs
DL 981 lbs
B1, 5-1/2"
LL 1143 lbs
DL 981 lbs
Total Horizontal Product Length = 28-07-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load type Ref. Start End 100% 90% 115% 133% 1250/6 Trib
1 Standard Load Unf. Area (psf) Left 00-00-00 28-07-00 20 12 04-00-00
Cautions
Column at Bearing BO analyzed for bearing only, column analysis has not been performed.
Column at Bearing 61 analyzed for bearing only, column analysis has not been performed.
Design meets Code minimum (L/240) Total load deflection criteria.
Design meets Code minimum (U360) Live load deflection criteria.
Design meets arbitrary (1") Maximum load deflection criteria.
Connection Diagram
a
0 o
c
e 0 0 0
a minimum = 2" c = 9"
b minimum = 3" d =12"
e minimum = 3"
Nailing schedule applies to both sides of the member.
Member has no side loads.
Connectors are: 16d Common Nails
Page 1 of 1
RECEIVED
JUL 1 12007
1'0' ;n- NO`S,-y ANDOVER
t-:EF,_T`"i D.PARTMENT
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-,
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
14354 ft -lbs
33.0%
100%
1
1 - Internal
End Shear
1883 lbs
13.5%
100%
1
1 -Left
Total Load Defl.
0401 (0.831")
59.8%
1
1
Live Load Defl.
U746 (0.447')
48.3%
1
1
Max Defl.
0.831"
83.1%
1
1
Span / Depth
23.8
n/a
0
1
% Allow
% Allow
Bearing Supports
Dim. (L x W)
Value
Support
Member
Material
BO Post
5-1/2" x 5-1/4"
2125 lbs
10.1%
9.8%
Spruce -Pine -Fir
61 Post
5-1/2" x 5-1/4"
2125 lbs
n/a
9.8%
Unspecified
Cautions
Column at Bearing BO analyzed for bearing only, column analysis has not been performed.
Column at Bearing 61 analyzed for bearing only, column analysis has not been performed.
Design meets Code minimum (L/240) Total load deflection criteria.
Design meets Code minimum (U360) Live load deflection criteria.
Design meets arbitrary (1") Maximum load deflection criteria.
Connection Diagram
a
0 o
c
e 0 0 0
a minimum = 2" c = 9"
b minimum = 3" d =12"
e minimum = 3"
Nailing schedule applies to both sides of the member.
Member has no side loads.
Connectors are: 16d Common Nails
Page 1 of 1
RECEIVED
JUL 1 12007
1'0' ;n- NO`S,-y ANDOVER
t-:EF,_T`"i D.PARTMENT
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-,
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.
SSE" Double 1-3/4" x 7-1/4" VERSA -LAM® 2.0 3100 SP Floor Beam\F1302
BC CALCO 9.5 Design Report - US 1 span ( No cantilevers 10/12 slope Monday, July 09, 2007 13:59
Build 91
B0, 3-1/2"
LL 606 Ibs
DL 393 lbs
B1, 3-1/2"
LL 606 lbs
DL 393 lbs
Total Horizontal Product Length = 08-01-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 116% 133% 1250/6 Trib
1 Standard Load Unf. Area (psf) Left 00-00-00 08-01-00 20 12 07-06-00
Controls Summary
value
File Name:
BC0701-Wine and Beer
Job Name:
Wine and Beer at the Andovers
Description: 4 Door Cooler R.O.
Address:
North Andover Mall
Specifier:
Boise Cascade
City, State, Zip:
North Andover, MA. 01845
Designer:
Robert J. Vorbach
Customer:
Bill Buco
Company:
Vorbach Architecture
Code reports:
ESR -1040
Misc:
Cooler R.O. Header
B0, 3-1/2"
LL 606 Ibs
DL 393 lbs
B1, 3-1/2"
LL 606 lbs
DL 393 lbs
Total Horizontal Product Length = 08-01-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 116% 133% 1250/6 Trib
1 Standard Load Unf. Area (psf) Left 00-00-00 08-01-00 20 12 07-06-00
Controls Summary
value
% Allowable
Duration
Load
Case
Span Location
Pos. Moment
1796 ft -lbs;
21.4%
100%
1
1 - Internal
End Shear
777 lbs
16.1%
100%
1
1 - Left
Total Load Defl.
U1082 (0.085")
22.2%
1
1
Live Load Defl.
U1783 (0.051")
20.2%
1
1
Max Defl.
0.085"
8.5%
1
1
Span / Depth
12.6
n/a
0
1
% Allow
% Allow
Bearing Supports
Dim. (L x W)
Value
Support
Member
Material
BO Post
3-1/2" x 3-1/2"
999 lbs
11.2%
10.9%
Spruce -Pine -Fir
B1 Post
3-1/2" x 3-1/2"
999 lbs
11.2%
10.9%
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.
Design meets Code minimum (0240) Total load deflection criteria.
Design meets Code minimum (U360) Live load deflection criteria.
Design meets arbitrary (1") Maximum load deflection criteria.
Connection Diagram
I•
c
a minimum = 2" c = 3-1/4"
b minimum = 3" d = 12"
Member has no side loads.
Connectors are: 16d Common Nails
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®, AJS7v,
ALLJOISTS , BC RIM BOARD-, BCI® ,
BOISE GLULAMTM-, SIMPLE FRAMING
SYSTEM®, VERSA -LAM®, VERSA -RIM
PLUS®, VERSA -RIM®,
VERSA -STRANDS, VERSA -STUD® are
trademarks of Boise Wood Products,
L.L.C.
REC'EI�p:�ED` �'
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JUL 1 1 2007
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TOWN OF NORTH ANDOVER.Q SSP`
HEALTH DEPARTMENT
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BOARD- OF BUILDI G REGULATIONS
License:, CONSTRUCTION SUPMVIS011 4
Numbe",'s °Csf ' 088997
Rirtthdateo ffl9/1969
JE*j5ires-_ T_r_,9_Xb'9/2007
Tr. no: 88997,
RestFict2d 010=4
M16MAELV
7 SENECA S'
MEfH(JEN, f
Commissioner
MINCO CONSTRUCTION CORPORATION
231 SUTON STREET, SUITE 1A
NORTH ANDOVER MA. 01844
June 15,2007
RE: Beer and Wine at the Andovers, LLC
Demoulas Plaza, Route 114
North Andover, MA. 01845
Dear Mr. Buco
Minco Construction Corporation has completed a breakdown of trades and pricing for the
fit- up of the liquor store. We will monitor and control the scheduling permitting, and
insurances of each trade to be involved with the fit -up. Our contract with Beer and Wine at
the Andovers, LLC. will only cover the construction end of the fit -up.
We will cover the costs for:
• DUMPSTERS
• ELECTRICAL(lights, outlets, appliance wiring,exit sign, emerg. lights, etc.)
• PLUMBING (swap out of fixtures, add sink, sprinkler modification)
HVAC (modification of existing duct and t -stat location)
• FIRE ALARM (relocate, add, install alarm devices to required / approved locations)
• FRAMING (soffit around unit perimeter, minor repairs)
• PLASTER/PAINT (paint to selected colors at interior and exterior of unit)
• CEILING TILE (paint and replace tiles and grid on existing ceiling)
• WALK-IN COOLERS (stick build (2) walk -in coolers to specs provided by architect
• FLOORING (installation of pvc flooring)
Our price is based on architects drawings and specs provided. Any field change orders
will be handled accordingly.
Our price is NINETY THREE THOUSAND FIVE HUNDRED DOLLARS ($93,500.00)
Our payment schedule will require a down payment of $31,000.00
We will discuss a payment schedule apon acceptance of contract
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
600 Washington Street
UIP Boston, MA 02111
`
Workers' Compensation Insurance Affidavit: Bu des/Contr
pnlicant Information actors/Electricians/Plumbers
Name (B,
Address:
Cltjr/StatVIS,1f,. 1-- ""VU%J_gV- IYU-N, vf�Si
Phone #: 9 `7? �e2 3 �� 3 �
Are you an employer? Check th
• e appropriate box:
1. ❑ I am a employer with 4. 8-1 am a general contractor and I
2. ❑employees (full and/or Part-time). have hired the sub -contractors
I am a sole proprietor or partner- listed on the attached sheet, t
shi d
p an 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.
5. ❑ We are a corporation and its
officers have exercised their
right of exemptiori per MGL
c. 152, Q 1(4), and we have no
employees. [No workers'
comp ins
Type of project (required):
6. ❑ New construction
7. kRemodeling
8. ❑ Demolition
9. ❑ Building addition
10.(9 Electrical repairs or additions
11. -Plumbing repairs or additions
12•0 Roof repairs
re13 ❑ Other
t
'Any applicant that checks box #I MM%oe quued.] must also fill out the section below showing their workers' compensation policy Information..
Homeowners who submit this affidavit indicating they are doingall work and then hire outside contractors must submit anew affidavit indicating such
tContractors that chgek this box must attached an additional sheet showing the name of the sub-contrnet.,.o a.,A
i am - - - �.���a cump. poncy m,orafafon.
an emp oyer that is providing workers' compensation in
information. surance for my employees' Below is the policy and job site
Insurance Company Name:__&.i/ Irl
Policy # or Self -ins. Lie. #:_
Expiration Date: 9 / ZOCG 7
Job Site Address: 320 (Ijou le /qV�
Attach a copy of the workers' compensation policy declaration page (showingChemo icy number al✓ex �A/ U /e y�
Failure to secure coverage as required under Section 25A of MGL . 152canlead to the imposition of criminal
genion datea
fine up to $1,500.00 and/or one-year imprisonment, as well as civil nal penalties of i
of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the of a STOP WORK ff a of d a fine
Investigations of the DIA for insurance coverage verification.
Ido hereby certify nder the Pailsand peva 'es of perlu'y that the information provided ab ve ' true and correc4
Si nature-
F D te• 6 � 0,0C)Phone #: X1) 'K .2 (, 3
Oficial use only. Do not write in this area, to be completed by city or town uJjiciai
City or Town:
Permit/License #
Issuing Authority (circle on,
1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector
6.Other
Contact Person•
Phone #:
CERTIFICATE OF INSURANCE
stern Insurance Group LLC
3 Wot Central Strmt
IllGk, MA 01160
LURED
ISSUE DATE 06/07/2007
THIS CEFXIFICATE IS ISSUED AS A MA1"I'FR OF INFORMATION ONLY AND
CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.'rH15 CERTIFICATE
IVES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFOR13LD BY THE
POLICIES BELOW,
comPANj1rS AF ORn1NG COVERAGE
opm
D
neo Development Corp
I o De opmtrect cOMPANY A A,1.M. Mutual Insurance CO
LETTER
rth Andova, MA 01845
COVERAGES
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSIJED TO THE INSURED NAMED ABOVE Fovmr? POLICY
PERIOD INDICATED, NOTWITHSTANDING ANY Rla UIREMENTJERM OR CONDITION OF ANY CON'rRACT OR OTHER DOCUMENT WITII RESPECT
TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DrSCRIBED HERHIN IS SUBJECT'
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