HomeMy WebLinkAboutBuilding Permit #412-2017 - 1600 OSGOOD STREET 10/18/2016 TI►arvs Y
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AO4 BUILDING PER_.."T'
TOWN OF NORTH ANDOVER 02
APPLICATION FOR PLAN EXAMINATION y 70
Permit No#: 6 Date Received r0Ar ,PP icy
SSACHV`-'�
Date Issued:
IMPORTANT: Applicant must complete all items on this page
LOCATION
Print
PROPERTY OWNER _ Z-L-
Pnnt �� 100 Year Structure Lyes
MAP PARCEL: 17 ZONING DISTRICT: District o
Machine Shop Vi ge
TYPE OF IMPROVEMENT PROPOSED USE
Residential Non- Residential
New Building ❑ One family
❑Addition ❑Two or more family k'Industrial
❑Alteration No. of units: ❑ Commercial
❑ Repair, replacement ❑Assessory Bldg ❑ Others:
❑ Demolition ❑ Other
❑ Septic []Well ElFloodplain ElWetlands ❑ Watershed District
[I Water/Sewer
DESCRIPTION OF WORK Tq BE PERFORMED: �a
IcAG_ ��r, /v H ft1 .v� finny
7i�9�✓S�a�� �� ��r� ,r�,S�oCtz��?ice» �� ��a✓ ��-c�L��y,
�dentiticatio - Please Type or Print Clearly
OWNER: Name:s �^ Phone:
Address: L3� �S��r/J v�'`� �✓ /"�'�DG MA
Contractor Name:I for- k�e-%I _Phone: �? Z
Email:
Address: ,Zra-ts� y� S�I�'M PM /13 6 '
Supervisor's Construction License: C- c�y yo Exp. Date:
Home Improvement License: _ Exp. Date: -
ARCHITECT/ENGINEERv I'n � la R Phone: 67;7Y?bb T-Pj;;V
Address: =� ��� 1-� �� j tOA Reg. No. Sq)]
FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F.
Total Project Cost: $ .S, 00 FEE: $ .6
--
Receipt No.:
Check No.: Z6V p
NOTE: Persons contracting wit nregistered contractors do not have access to the guaranty fund
SSignature of contract
ignature of 6gent/Owner
- -- - - - - - - - - ----_- __ _ - r
i
~ _�
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 ❑
I
Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF - U FORM
i
P ANNING &_DEVELOPMENT Reviewed On Signature_
I
COMMENTS ��b!�64(A� 0� 0-)
�b11�1i�
ONSERVATION Reviewed on toT ' I (,. Siqnature ,
COMMENTS
I
HEALTH Reviewed on Siqnature
(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
DPW Town Engineer: Signature:
Located 384 Osgood Street
FIRE DEPARTMENT - Temp. Qumpster on site yes , _ no.__
4ocatetl 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 No
MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine
NOTES and DATA— (For department use)
❑ Notified for pickup Call Email
Date Time Contact Name
Doc.Building Permit Revised 2014
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
o Building Permit Application
o Workers Comp Affidavit
a 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
o Building Permit Application
o Certified Surveyed Plot Plan
❑ Workers Comp Affidavit
❑ Photo Copy of H.I.C. And C.S.L. Licenses
o Copy Of Contract
❑ Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And
Hydraulic Calculations (If Applicable)
o 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
L, Certified Proposed Plot Plan
❑ Photo of H.I.C. And C.S.L. Licenses
❑ Workers Comp Affidavit
o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And
Hydraulic Calculations (If Applicable)
o Copy of Contract
o 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:Building Permit Revised 2014
Location r✓�>� �f-,�.� -�I• tif�'T ����
No. -' zo Date
• ' TOWN OF NORTH ANDOVER
• - " Certificate of Occupancy $
Building/Frame Permit Fee $
r Foundation Permit Fee $
Other Permit Fee $
TOTAL $
Check#
Inspector
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 ❑
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF - U FORM
P ANNING & DEVELOPMENT Reviewed On �� � Signature_
COMMENTS 44 � Wb- ovoojr� 0)
Uhlilq r-"4P:r' t
ONSE 1701(
RVATION Reviewed on to�1`� ' cP Siqnature _
COMMENTS
HEALTH Reviewed on Signature
COMMENTS
Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes
Planning Board Decision: Comments
Conservation Decision: Comments
Water & Sewer Connection/Siqnature& Date Driveway Permit
DPW Town Engineer: Signature:
Located 384. Osgood Street
FIRE DEPARTMENT Temp,1-ump�ater on sits _.
yes" nog.
Loca77
tetl .at 1241 Main S_,freet - '�
F;ire Departrnen#signature/date
COMMENTS .n._
r 1 NORTH '9
w: 1 . 6 ndover
- W.-t
No. 1-1 - 2a
�1 -
�o t h ver, Mass, _ o Z�
coc No//e WICK
�.QS RATE O ►'Pa`,��(�
LI BOARD OF HEALTH
Food/Kitchen
PERMIT T LD Septic System
THIS CERTIFIES THAT BUILDING INSPECTOR
.........................5. ... ..... ....R ...
rr ... .. � undationhaspermission to erect .......................... buildings 164v..�S ..
�r.•
. � QQ Rough
to be occupied as 00..�.Q........ .t�I.P�!M !! .;�L .... .. . .... Chimney
provided that the person accepting this permits all in every respect conform to the terms of the application Final
on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and
Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR
VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough
Final
PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR
UNLESS CONS NCVAT
Rough
Service
... . ..... ......... ...... Final
BUILDING INSP OR
GAS INSPECTOR
Occupancy Permit Required to Occupy Building Rough
Display in a Conspicuous Place on the Premises — Do Not Remove Final
No Lathing or Dry Wall To Be Done FIRE DEPARTMENT
Until Inspected and Approved by the Building Inspector. Burner
Street No.
Smoke Det.
• 5�rrcEn� .
Town of North Andover
• Office of the Planning Department Tt},11
f
Community Development Division
1600 Osgood Street 1016 AUG 24 PH 12: 55
North Andover,Massachusetts 01845
T0tJ,? o+:
NOTICE OF DECISION(INSUBSTANTIAL CHANGE)
SITE PLAN REVIEW
Date: August 16,2016
Petition of: Osgood Solar,LLC
1600 Osgood Street
North Andover,MA 01845
Premises Affected: 1600 Osgood Street
North Andover,MA 01845
FACTS
On May 6,2016,Osgood Solar,LLC filed an Application for a Site Plan Review Special Permit with the
Planning Board pursuant to Section 8.3, 10.3,and 10.31 of the Town of North Andover Zoning Bylaws.
On July 5,2016,the Planning Board unanimously voted to grant the Site Plan Review Special Permit
approving the Project.
On August 16,2016,the Applicant requested approval of the following design modifications:
1. Relocate the fence in the western array area,delete vehicle access gates,and add pedestrian
access gates.Two columns of solar modules will be relocated within the existing footprint of the
approved west array area in order to preserve the required standoff distance to the fence(10').
,2. Relocate the north array equipment pad to a proposed.25'x.26'equipment building which will -
house a dry transformer and switch gear for electrical distribution for the northern array. This
building will feed the substation via one 18'foot high overhead line.-
These changes are reflected on the plan dated August 11,2016,titled"Osgood Landing" 1600 Osgood
Street(Route 125)Site Layout Plan,plan sheet number 12 and 14 of 19,prepared by Meridian
Associates.
DECISION
After discussion at the August 16,2016 Planning Board meeting,and upon a motion by Lynne Rudnicki,
seconded by Peter Boynton,the Planning Board deemed the proposed changes to be insubstantial
changes that do not alter either the intent or the conditions of the original Special Permit.
CONDITIONS
1. The Petitioner shall.consult with_the Building Commissioner to.determine if,a,sprinkler system in
the equipment building is,required'according to current building code.-Evidence of such—
determination shall.be-provided to the Planning Department,prior.to installation of the --
transformer equipment building.,Should a sprinkler system-be required it must be inspected and -
approved by the North Andover Fire Department. —
2. The Petitioner shal l mitigate 100%of the stonnwater run-off that will originate from the
equipment building.
3. All plan revisions will be reflected on the final as-built drawings.
Town of North Andover Planning Department
I
Jeo Enright,Plan Aing Director
ERWEIL
Transmittal
P WER GROUP
274 Summer Street, Boston, MA 02210
PROJECT: 28608-Osgood Substation & DATE: 10/6/2016
Interconnection
28608.00
SUBJECT: Osgood Substation 28608: TRANSMITTAL ID: 00004
Osgood Fire Suppression Review
Letter
PURPOSE: For your use VIA: Email
FROM
NAME COMPANY EMAIL PHONE
Joel Adams
274 Summer Street Vanderweil JAdams@Vanderweil.com 617.956.4582
Boston MA 02210 Engineers
United States
TO
NAME COMPANY EMAIL PHONE
Dan Leary
United States PowerOwners, LLC dleary@powerowners.com
REMARKS: Dan,
Please see the included letter for your information.
Thank you
DESCRIPTION OF CONTENTS
QTY TITLE NUMBER REVISION DATE NOTES
Osgood Fire
1 Suppression 10/6/2016
Review Letter
COPIES:
Michael Thornton (Vanderweil Engineers)
Joseph Galante (Vanderweil Engineers)
Keith Garrant (Vanderweil Engineers)
ISI
VANDERWEIL�
R.G.Vanderweil Engineers,LLP 274 Summer Street a 617.423.742 3 TEL
vanderweil.com Boston,MA 02210 617.423.740 1 FAX POWER GROUP
October 6, 2016
Mr. Dan Leary
Denowatts Solar Performance Benchmarking and Analytics
PowerOwners, LLC
857 Turnpike Street, Suite 233
North Andover, MA 01845
Re: #28608—Osgood Solar
Fire Suppression Review
Dear Mr. Leary:
As requested, I have confirmed that automatic sprinkler protection and fire alarm notification is not required by
The Massachusetts State Building Code 8th Edition (780 CMR)for the electrical outbuilding (B86) at the Ozzy
Properties Site. I have included Table 903.2 below from the Massachusetts Amendments to Chapter 9 of the
2009 IBC which summarizes the sprinkler system requirements and Figure 907.2 from the 2009 IBC Code and
Commentary which summarize Fire alarm and detection requirements for your reference.
TABLE 903.2 OCCUPANCY AUTOMATIC SPRINKLER REQUIREMENTS
Provide automatic fire sprinkler system throughout building if one of the
Building]raving occupancy follo-Mng conditions will exist(see Note a)
Building aggregate Building occupant
area load Occupancy located
A-] >0 sq_ft. >0 Any level
z50 Any floor other than level of exit
A-2[Nightclub] >5,0110 sq,ft, discharge for A-2 Use
A-2[other than Nightclub] >5,000 sq,ft. z 100 Any floor other than level of exitdischarge for A-2 Use
Any floor other than level of exit
A-3 >5,000 sq.ft, 2300
di5ehar c for A-3 Use
A-4 >7.500 sq.fi. 2300 Any floor other than level of exit
dischar a for A4 Use
A-5 See Note b
B >12,000s .0, — I ---
B Antbulato Health Care tiee Note c
E >12,000 sq.R
E[below level of exit discharge] See Note d
F I >12,000 sq ft T More than 3 stories above grade
plane
F-1 [Woodworking Operations] tiee Note e
1°1 >0 85.ft. >0 I Any level
Pyroxylin Plastics See Note f
1. >0 sq.ft. >0 Any level
M[other than bulk merchandising and >12.000 sq.ft. More than 3 stories above grade
upholstered furniture display/sale] plane
Page 1 of 3
VANDERWEIL
�VER GROUP
TABLE 9031-OCCUPANCY AUTOMATIC SPRINKLER REQUIRE'ME'NTS-continued
Provide automatic fire sprinkler system throughout building if one of the
Building having occupancyfollowing conditions will exist(see Note a):
Building aggregate Building occupant
Occupancy located
area load
M[bulk merchandising] >0 sq.ft. >0 Any level
M[upholstered furniture di la /sale >0 sq.ft. >0 Anx level
R° >0 sq.ft. >0 Any level
S-I >12,000 sq.ft. — More than 3 stories above grade
lane
S=1[with commercial truckslbus storage] >5,000 sq.ft ---
More than 3 stories above grade
lane
S-1[with repair garage,building more >]0,000 sq.ft. In basement or more than 3 stories
than 2 stories abovegrade) above grade plane
S-1[with repair garage,building 1 story >12,000 sq.ft. __- In basement
above rade
S-1[with commercial truck/bus repair >5.0�sq ase
In basement or more than 3 stories
ra e _ above grade plane
S-1 with tire storage] See Note
S-2 See Note h&Note i
Note a-
1. For Use Group R and 1-1 Buildings with an aggregate building area of 12,000 sq.ft_or more,and Mixed Use
Buildings containing R-Uses,the sprinkler system shall be designed and installed throughout rhe structure in
accordance with NFPA 13,
2. For the purposes of section 903.2,the aggregate building area shall be the combined area of all stories of the
building and fire walls shall not be considered to create separate buildings.
3. Buildings of entire R-Use,other than R-1 Occupancies and R2 Dormitories,having no more than three
dwelling units and also less than 12,000 aggregate sq.ft.shall be permitted to have an automatic fire
suppression system installed in accordance with section 903.3.1.3,provided that every automatic sprinkler
system shall have at least one automatic water supply or a stored water supply source in accordance with
NFPA-I3D where the minimum quantity of stored water shall equal the water demand rate times 20 minutes.
4. Townhouses are required to be protected by automatic sprinkler systems.
Note b-Group A-5.An automatic sprinkler system shall be provided in concession stands,retail areas,press boxes
and other accessory use areas in excess of 1,000 square feet(93 rax).
Note c-Group B ambulatory health care facilities. An automatic sprinkler cysrem shall be installed throughout all
fire areas containing a Group B ambulatory health care facility occupancy when either of the following conditions
exists at any time:
1. Four or more care recipients are incapable of self-preservation.
2. One or more care recipients who are incapable of self-preservation are located at other than the level ofexit
discharge serving such an occupancy.
Note d-Group E. An automatic sprinklersystem shall be installed throughout every portion of educational
buildings below the lowest level ofexit discharge serving that portion of the building.
Note e-Group F[Woodworking Operations]. An automatic sprinkler system shall be installed throughout buildings
where there its a woodworking operation in excess of 2.500 square feet(232 m')in area that generates finely divided
combustible waste or uses finely divided combustible materials.
Note f-Pyroxylin Plastics. An automatic sprinkler system shall be provided it)buildings,or portion.,thereof,where
cellulose nitrate film or pyroxylin plastics are manufacture&stored or handled in quantities exceeding 100 pounds
(45 kg).
Note g-Bulk storage of tires,An automatic sprinklersystem shall be provided throughout buildings and structures
where the area for the storage of tires exceeds 20,000 cubic feet(566 m3).
Note h-Group S-2. An automatic sprinkler system shall be provided for Group S-2 occupancies as follows:
1. Throughout buildings classified as Group S-2 Enclosed Parking.
2. Throughout Group S-2 Enclosed Parking located beneath other groups.
Note i-Commercial Parking Garages. An automatic sprinklersystem shall be provided throughout buildings having
storage of commercial trucks or buses where the aggregate floor area used for parking exceed.,5,000 square feet
(464 rax}. Page 2 of 3
VANDERWEIL
WER GROUP
MANUAL FIRE ALARM SYSTFU
occlq—cy Gnppts) Threshold
Assembly(A-1,A-2,A-3,A-4,A-5) All with an occupant load of>300(907.2.1)
Business(B) Total occupant load of>500;or,>100 above/below level of exit discharge;or,in
Group B Tire areas containing an ambulatory health care facility(AHCF).(907.2.2)
Educational(E) >50 occupants(several exceptions for manual fire alarm box placement)(907.2.3)
Factory(F-1,F-2) >2 stories with occupant load of>500 above/below lowest level of exit discharge
(exception for sprinklers)(907.2.4)
High hazard(H) Group H-5 and in occupancies for manufacture of organic coatings.(907.2.5)
Institutional(I-1,I.2,!-3,14) All(exceptions for 1-1 and 1-2 manual fire alarm box placement and private mode
signaling)(907.2.6)
Mercantile(M) Total occupant load of>500;or,occupant load of>100 abovelbelow level of exit
discharge(907.2.7)
Hotels(R-1) All(exceptions for<2 stories with sleeping units having exit directly to exterior;
sprinklers)(907.2.8.1)
If units>3 stories above lowest level of exit discharge;or,>1 story below highest
Apartments(R-2) level of exit discharge;or,>16 units(exceptions for<2 stories with sleeping units
having exit directly to exterior,sprinklers)(907.2.9.1)
Residential carelassisted living{R�f) All(exceptions for sprinklers,manual fire alarm boxes at staff locations and direct
exit to exterior)(907.2.10.1)
AUTOMATIC SMOKE DETECTION SYSTEM
Business(B)Ambulatory healthcare AHCF plus public use areas outside of it including public corridors and elevator
facilities(AHCF) lobbies(exception for sprinklers)(9072.2.1)
High hazard(H) Highly toxic gases,organic peroxides,oxidizers(907.2.5)
Institutional(1.1,1-2,1-3) A0,in specific areas(exceptions for corridors,waiting areas and habitable spaces in
1-1 and 1-2;occupant bad and sprinklers in 1-3)(907.2.6.1,907.26.2,907,2.6,3.3)
Hotels(R-1) AII,in interior corridors(exception for buildings without interior corridors and with
sleeping units having exit directly to exterior)(907.2.8.2)
AII,in corridors,wafting areas open to corridors,non-sleeping area habitable
Residential carelassisted living(R-4) spaces and kitchens(exceptions for sprinklers and sleeping units having exit
directly to exterior)(907.2.10.2)
Figure 907.2
SUMMARY OF MANUAL FIRE ALARM AND AUTOMATIC SMOKE DETECTION SYSTEM THRESHOLDS
H:\28608.00\DOC\LETTER\28608_2016_10-06_POWEROWNERS_LEARY_FIRE SUPPRESSION REVIEW.DOCX
Page 3of3
The Commonwealth of Massachusetts
Department of Industrial Accidents
I Congress Street,Suite 100
Boston,MA.02114-2017
.` www mass.gov/dia
Workers' compensation bsurance Affidavit:Builders/Conixactors/Electricians/Plum ers.
TO BE FILED WITH THE PERMITTfNG AUTHORITY- please Print UP&l
A ' Brant Information
Name(Business/Organization/Individual): 8
Address: �i)b CCSB �— � nAA
City/State/Zip: L �►'�G Phone#- q PC 7Z-9 .
Are you an employer?Check the appropriate box:
Type of project(required):
fl em to ees full and/or part-time). 7. NeW'doristruction
1,VI am a employer with P y
rietor or par
2.❑I am a sole proptnership and have no employees working for me in 8. Remo deliiig
any capacity. p workers'comp.insurance required.] 9. Demolition
3.[:]I am a homeowner doing all work myself [No workers'comp.insurance required.]t 10[]Building addition
4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will
11.❑Electrical repairs or additions
ensure that all contractors either have workers'compensation insurance or are sole ,
proprietors with no employees. 12.[]:Plumbing repairs or additions
5.❑I am a general contractor and lb-ave hired the sub-contractors listed on the attached sheet 11 Ro6f repairs
rs have employees and have workers'comp.insurance.t
These sub-contract� 14. Other-----
6.F]
ther6.F]We are a corporation and its'officers.have exercised their right of exemption per MGL c.
152,§1(4),and we have no employees.[No workers'comp.insurance required.]
*Any applicant that checks' bk#1 must also fill out the section below showing their workers'compensation policy information.
,11 omeowners who submitthis affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such
#Contractors that check flus box must attached an additional sheet showing the name of the sub-contractors and state whether or not fihose entities have
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. •-
lam an employer that is providing-workers'compensation insurance for my employees. Below is the policy and job site
information. /�//` y�y,�
Insurance Company Name: / +� PS S �`� �'�� f�0-`� ::�L
/ Expiration Date:
Policy#or Self-ins.Lic.#: �� I AN
/
,r �SU0p� gF City/State/Zip: ,
Job Site Address:�/��
olicy declaration page(showing the policy number and exp i�tidate).
Attach a copy of the workers' compensation p
Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00
and/or one-year imprisonment,as well as civil penalties in the form of a S'T'OP WORK ORDER and a fine of up to $250.00 a
day against the violator.A copy of this statement may be forwarded to the Office of Investigdtions of the DIA for insurance
coverage verification.
X do Hereby cer' u der t ep ns and penalties of perjury that the information provided above is true and correct.
'!
• ���s4
Si ature:
Phone#:
Official use only. Do not write in this area,to be completed by city or town official.
City or Town: Permit/License#
Issuing Authority(circle one): i
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.other
Phone#:
Contact Person:
Information and Instructions
Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their empl6yees.
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 d'efiued 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 b6 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=contractors)name(s),address(es)and phone numbers)along with their certificates)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-insura'nc'e 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 Department's address,telephone and fax number:
The Commonwealth of Massachusetts
Department of Industrial Accidents
1 Congress Street, Suite 100
Boston,MA 02114-2017
Tel. #617-727-4900 ext.7406 or 1-877-AIASSAFE
Fax#617-727-7749
Revised 02-23-15 www.mass.gov/dia
CERTIFICATE OF LIABILITY INSURANCE LiATEif�QtLi�33*?r
THS;CERTPTJCATE 13 MUED AS A MATTER Of lWORMATIO.N ONLY AND CONFER$NO RICN7`S ILMN TW C ERTWICATE HOLDER ThIS
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CDIUNDr%E
zy PRORM IES INC,1600 OSGOO J4CCORDANCEWrIN THE POLICY PRGMIONS.
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0 19OB-010 ACORD CORPORATION. All�9k%reservsd.
ACCYRD 25(201 OM) The_A OR n3Tm aand logo am ragisteradFrrarks ofACORD
xl>r7 {6t#3'} 458-1096 t MIA:
Massachusetts Department of Public Safety
I
Board of Building Regulations and Standards
License: CS-048040
Construction Supervisor
TADEUSZ DOWdIERT
175 BRADY AVE
SALEM NH 03079 t
oo
Commissioner Expiration:
10/29/2017
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ROAD DISTRICT
MERRIM
/ 100.21' RIVER '
O PROPOSED
38'-4" x' (1 r f, ADULT m o
18 -4
100.02' TER y Oo
% ELECTRICAL DISTRICT
EQUIPMENT
BUILDING
�- FOUNDA TION LOCUS MAP:
0 .36' �`5,� (1„-1500)
V
7 0.90'
RECORD OWNER:
1600 OSGOOD STREET, LLC
KEY MAP: 100 0 100 200 400 1600 OSGOOD STREET
NORTH ANDOVER, MASSACHUSETTS 01845 -
1"=1000')
%��� GRAPHIC SCALE 1600 OSGOOD STREET (ROUTE 125)
PIT ISCALE. 1"=200'
1. PHOTO REPRODUCTION OF THE SEAL AND SIGNATURE BELOW IS PLOT PLAN OF LAND
I DECLARE TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INDICATIVE OF UNAUTHORIZED REPRODUCTION AND USE OF THIS NORTH .ANDOVER, MASSACHUSETTS
INFORMATION AND BELIEF, TO THE NORTH ANDOVER BUILDING PLAN. THE ENFORCEMENT AUTHORITY SHALL NOT ACCEPT A
INSPECTOR THAT THE PROPOSED CONCRETE FOUNDATION /S 2. PHOTO REPRODUCTION FOR ANY PURPOSE.
LOCATED AS SVI,QWQ,,,BASED PLAN No. 15932 *. J. THIS PLAN IS NOT TO BE USED FOR THE RECONSTRUCTION OF PREPARED FOR OSGOOD SOLAR, LLC
tH OF4.414
4 BOUNDARY LINES OR E SUBJECT PROPER T FOR
�S LOCA TEDTITLE INSURANCE
/N NTHE PURPOSES.
UNDERL YING
EVIN y�,� INDUSTRIAL 2 (I2) ZONING DISTRICT AND THE OSGOOD SMART SCALE: 1 "= 200 ' DATE: OCTOBER 5, 2016
E.
. o GROWTH OVERLAY DISTRICT (OSGOD). THE PROPOSED DEVELOPMENT
o.3A9683 �'� IS LOCATED WITHIN TWO (2) SUBDISTRICTS OF THE OSGOD: MERIDIANA
ZONE.
<" MIXED-USE COMMERCIAL ZONE AND THE BUSINESS OPPORTUNITY
OCIATES
u /Q,�G�,% 5. THE SUBJECT PROPERTY /S DEPICTED AS LOT 17 ON TOWN OF
FOR M RIDIAN ASSOCIA TES, INC. DA TE NORTH ANDOVER ASSESSOR'S MAP 34. 500 CUMMINGS CENTER,SUITE 5950 69 MILK STREET,SUITE 302
6. THIS PLAN DOES NOT REPRESENT A CONFIRMATION OF BOUNDARY
LINES NOR A DETERMINA TION OF TI TLE 13U IS SOLEL Y INTENDED TO BEVERLY,MASSACHUSETTS 01915 WESTBOROUGH,MASSACHUSETTS 01581
DEPICT THE OFFSET DIMENSIONS OF THE PROPOSED FOUNDATION TO TELEPHONE: (978) 299-0447 TELEPHONE:(508)871-7030
THIS PLAN IS NOT VALID WITHOUT AN ORIGINAL SIGNATURE THE BOUNDARY LINES AS DEPICTED IN PLAN No. 15932 *. WWW.MERIDIANASSOC.COM
GENERAL NOTES
R4. THE USE OF "FLY ASH' IN CONCRETE MIX DESIGN IS NOT ALLOWED. STANDARD ABBRMTK)NS
Gt. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS FOR [NCINcrnlRc LLC
VERIFICATION OF DIMENSIONS AND LOCATIONS OF PIPES, OPENINGS, CHASES, REGLETS, INSERTS, R5. NO ADMIXTURES OTHER THAN LOW RANGE WATER REDUCER WILL BE ALLOWED. A.F.F. ............ ABOVE FINISH FLOOR 50-6 A-...Rono
SLEEVES, DEPRESSIONS, ANCHOR BOLTS, ANGLE FRAMES, FLOOR PITCHES, AND ALL OTHER ADD'L ............ ADDITIONAL WA-aA 011560
PROJECT REQUIREMENTS NOT SHOWN ON THE STRUCTURAL DRAWINGS. R6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER REMOVAL OF FORMWORK. FORMS SHALL ADJ .............. ADJACENT
BE REMOVED ONLY AFTER CONCRETE HAS ATTAINED SUFFICIENT STRENGTH TO SUPPORT ITS OWN ALT .............. ALTERNATE
G2. SECTIONS AND DETAILS SHOWN AS TYPICAL ARE APPLICABLE TO ALL SIMILAR CONDITIONS. WEIGHT. CONSTRUCTION LOADS AND LATERAL LOADS SHOULD BE PLACED WITHOUT DAMAGE TO ACI .............. AMERICAN CONCRETE INSTITUTE
APA .............. AMERICAN PLYWOOD ASSOCIATION
G3. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND SHALL TAKE ALL THE STRUCTURE OR CAUSE ANY EXCESSIVE DEFLECTION. AB _.............. ANCHOR BOLT
_ ARCH ............ ARCHITECT
NECESSARY FIELD MEASUREMENTS. R7. CONSTRUCTION JOINT LOCATIONS, OTHER THAN THOSE SHOWN ON THE DRAWINGS, ARE PERMITTED
ERG ............ BEARING
SUBJECT TO PRIOR APPROVAL OF THE ENGINEER. CONTROL JOINTS AND EXPANSION JOINTS ARE BTWN ............ BETWEEN
G4. THE USE OF STRUCTURAL AND ARCHITECTURAL DRAWINGS AS THE BASIS FOR SHOP DRAWINGS MANDATORY AS SHOWN. BLKG ............ BLOCKING
IS NOT ALLOWED. 8.0. .............. BOTTOM OF
R8. PROVIDE ^-w INCH CHAMFER AT ALL CONTINUOUSLY EXPOSED CONCRETE EDGES, SUCH AS CURBS, B.O.D. .......... BOTTOM OF DECK
CODE C . ............ CAST IN PLACE
EQUIPMENT PADS, AND EDGE OF WALLS. CUR .............. CLEAR
Cl. MASSACHUSETTS STATE BUILDING CODE, EIGHTH EDITION CONC ............ CONCRETE
R9, PROVIDE FLANGED STEEL SLEEVES WHERE PIPES PASS THROUGH CONCRETE. CMU .............. CONCRETE MASONRY UNIT
CONST .......... CONSTRUCTION
LOADS R10_ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL BE IN ACCORDANCE CONT ............ CONTINUOUS
WITH THE LATEST ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCING". CONTR .......... CONTRACTOR
CJ ................ CONTROL JOINT
L1. ROOF LOADS: __ DL ...........:.... DEAD LOAD
R11. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. UNLESS NOTED OTHERWISE DAS .............. DEFORMED ANCHOR STUD
GROUND SNOW LOAD......................................................50 PSF ON THE DRAWINGS, THE CLEAR CONCRETE COVER OVER BARS SHALL BE AS FOLLOWS: DWF .............. DEFORMED WIRE FABRIC
FLAT ROOF SNOW LOAD..................................................42 PSF EA ................ EACH
HUNG LOADS.._................................._....................._......15 PSF A. SURFACES PLACED IN CONTACT WITH THE GROUND..........3" E.F................. EACH FACE
B. FORMED SURFACE EXPOSED TO GROUND...........................2" EL ................ ELEVATION
L2. WIND LOADS: ELEV ............ ELEVATOR
C. INSIDE FACE OF FORMED WALL...........................................1-8" E.O.D. .......... EDGE OF DECK
BASIC WIND SPEED (3-SECOND GUST) , V = 100 MPH D. WALL PIER TIES....................................................................1-8" EO S.............. EOUAL
EXPOSURE B EDGE OF SLAB
EXIST ............ EXISTING
REFERENCE WIND PRESSURE P = 21 PSF E. SLAB REINFORCING...............................................................mow" EXP .............. EXPANSION
R12. PROVIDE CLASS B SPLICES FOR ALL CONTINUOUS REINFORCEMENT UNLESS NOTED OTHERWISE. EXT ._........... EXTERIOR
L3_ SEISMIC LOADS: FD ................ FLOOR DRAIN
SEISMIC IMPORTANCE FACTOR, I................................... 1,0 R13.SET AND TIE ALL REINFORCEMENT BEFORE PLACING CONCRETE. SETTING OF ANCHOR BOLTS, NDN ............ FODUNIDATION
NG
SPECTRAL RESPONSE ACCELERATION, Ss..................... 0.33 DOWELS AND REINFORCEMENT INTO WET CONCRETE IS PROHIBITED. GA ._............. GAGE
SPECTRAL RESPONSE ACCELERATION, S1..................... 0.075 R14.ALL KEYS SHALL BE 2"x4" (NOMINAL) UNLESS NOTED OTHERWISE. G ............ GENERAL ED
G.C. .............. GENERAL CONTRACTOR
SEISMIC DESIGN CATEGORY........................................... B GL ................ GLU-LAM BEAM
SEISMIC RESISTANT SYSTEM.......................................... ORDINARY SHEAR WALLS R15. USE NON-SHRINK, NON-METALLIC GROUT WHERE INDICATED. HAS .............. HEADED ANCHOR STUD
HT ................ HEIGHT
ANALYSIS PROCEDURE................................................... EQUIVALENT LATERAL FORCE R16. PROVIDE SEALANT FOR ALL EXPOSED TO VIEW CONSTRUCTION AND/OR CONTROL JOINTS. HK ................ HOOK
/ HORIZ .......... HORIZONTAL
I.F. ................ INSIDE FACE
FOUNDATION NOTES REINFORCED MASONRY NOTES JST .............. JOIST
K.S.I. ............ KIPS PER SQUARE INCH
Ft. THE STRUCTURE SHALL BEAR ON NATURAL UNDISTURBED SOILS OR COMPACTED GRANULAR M1. CONCRETE MASONRY UNITS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE ERECTED AS LOAD LT ................ LIGHT
STRUCTURAL FILL COMPACTED ON THE NATURAL MATERIAL TO 95% MAXIMUM DRY DENSITY. BEARING CONCRETE MASONRY. COMPLY WITH THE NATIONAL CONCRETE MASONRY ASSOCIATION LLH LONG LEG HORIZONTAL
..............
L.W .............. LONG LEG VERTICAL
DENSITY. THE MAXIMUM ALLOWABLE BEARING PRESSURE SHALL BE 2.0 TONS PER SQUARE FOOT.
"SPECIFICATION FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY" L . .............. LONG WAY
F2. PLACE BACKFILL SIMULTANEOUSLY ON BOTH SIDES OF FOUNDATION WALLS TO THE GRADES FOR MATERIALS, METHODS AND WORKMANSHIP NOT OTHERWISE SHOWN FOR THESE WALLS. MFR .............. MANUFACTURER
MO .............. MASONRY OPENING
INDICATED. WHERE EXTERIOR GRADE IS MORE THAN TWO FEET BELOW SLAB, WALLS SHALL BE M2. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N, TYPE I, NORMAL WEIGHT MAT'L ............ MATERIAL
BRACED UNTIL SLAB TO WHICH THEY ARE CONNECTED IS AT LEAST 14 DAYS. WITH AN AVERAGE MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI ON THE NET AREA. Ml` .............. METAVM
LSCALES:
F3. PROVIDE SHEETING, BRACING, AND UNDERPINNING AS REQUIRED TO PRESERVE ADJACENT MECH ............ MECHANICAL M3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S, AND SHALL DEVELOP A COMPRESSIVE MISC ........... MISCELLANEOUS e�1°WAW
'"
STRUCTURES. STRENGTH OF 1,800 PSI AT 28 DAYS. ML ................ MICRO-LAM BEAM OR COLUMN ' Wund.
F4. PIPES WHICH CARRY WATER WILL NOT BE ALLOWED TO PASS UNDER FOOTINGS. M4. GROUT SHALL CONFORM TO ASTM C476, FINE-TYPE, AND SHALL DEVELOP A COMPRESSIVE NTS . ......... NOTM
... UM
TO SCALE
STEP FOOTINGS APPROPRIATELY TO ALLOW PIPE TO PASS OVER FOOTING. STRENGTH OF 2,000 PSI AT 28 DAYS. OPNG ........... Ne�1a
. OPENING POFH�sn�°•a
o.c. .............. ON CENTER
F5. FOUNDATION SHALL NOT BE PLACED IN WATER OR ON FROZEN GROUND, M5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. ALL REINFORCING BARS O.F. .............. OUTSIDE FACE 1
O.H. .............. OPPOSITE HAND
F6. VERIFY LOCATIONS AND REQUIREMENTS FOR ALL INSERTS, EMBEDMENTS, SLEEVES, CONDUITS, TO BE WELDED SHALL CONFORM TO A706, GRADE 60. DEFORMED HORIZONTAL TRUSS REINFORCING PAF -........... POWDER ACTUATED FASTENER X5116
AND PENETRATIONS WITH RESPECTIVE TRADES BEFORE PLACEMENT OF CONCRETE. MATERIAL SHALL CONFORM TO ASTM A82. PLWD __ PLYWOOD
P.S.I. ............ POUNDS PER SQUARE INCH
F7. DOWELS FROM FOOTINGS INTO PIERS, WALLS, AND COLUMNS SHALL BE THE SAME SIZE AND M6. INSTALL VERTICAL REINFORCING BARS IN WALLS AS SHOWN ON THE DRAWINGS. POSITION ALL P.0. .............. PRECAST
NUMBER AS PIERS, WALLS, AND COLUMNS ABOVE, EXCEPT AS OTHERWISE SHOWN. VERTICAL BARS WITH 9 GAGE POSITIONERS, D/A 810 BY DUR-O-WAL, OR APPROVED EQUAL, RE: .. .......... REFER TO
LOCATED AT TOP OF FIRST COURSE, ONE COURSE BELOW TOP OF WALL AND AT A MAXIMUM REINF............ REINFORCING
F8. COORDINATE UNDER FLOOR AND PERIMETER DRAIN REQUIREMENTS WITH THE ARCHITECTURAL, SPACING VERTICALLY TO INSURE PROPER PLACEMENT OF THE BARS. REO'D............ REQUIRED
CIVIL, AND PLUMBING DRAWINGS AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. RD ................ ROOF DRAIN
SCHED .......... SCHEDULE
M7. ALIGN CORES OF UNITS VERTICALLY TO PROVIDE FOR PROPER INSTALLATION OF VERTICAL SHTG ............ SHEATHING
REINFORCING BARS AND GROUTING. COMPLETELY FILL ALL CORES CONTAINING REINFORCING SHT .............. SHEEi
REINFORCED CONCRETE NOTES BARS AND BOND BEAMS WITH HIGH STRENGTH PORTLAND CEMENT GROUT. FILL ALL CORES S.TIM SIMILAR O
O.G. .......... SLAB-ON-GRADEGRADE
R1. ALL CONCRETE SHALL BE PROPORTIONED, MIXED AND PLACED IN ACCORDANCE WITH ACI 318, OF UNITS SOLID WITH MORTAR AT WALL ANCHORS AND INSERTS. SP ................ SPACE(S) t 10/5/16 FOR CONSTRUCTION CJG
SPEC'S.......... SPECIFICATIONS
"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, "SPECIFICATIONS STD .............. STANDARD i 9/16/16 FOR PERMIT APPLICATION CJG
FOR STRUCTURAL CONCRETE FOR BUILDINGS MAXIMUM SLUMP SHALL BE 4 INCHES. M8. PROVIDE ADEQUATE LINTELS FOR LARGER OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS. STL _............ STEEL
STIR .............. STRUCTURAL
R2. ALL CONCRETE SHALL BE CONTROLLED, MIXED, AND PLACED UNDER THE SUPERVISION OFM9. STANDARD TRUSS TYPE HORIZONTAL REINFORCING SHALL CONSIST OF TWO W1.7 SIDE RODS WITH S.w. .............. SHORT WAY No. DATE DESCRIPTION APPR'D BY
AN APPROVED CONCRETE TESTING AGENCY. W1.7 CROSS RODS. TYM .............. TOOP METRICAL
EXTRA HEAVY TRUSS TYPE HORIZONTAL REINFORCING SHALL CONSIST OF TWO W2.8 SIDE RODS T.C.X. ............ TOP CHORD EXTENSION REVISIONS
R3. UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMAL WEIGHT WITH A MINIMUM WITH W1.7 CROSS RODS. TJ .............. TIE JOIST
COMPRESSIVE STRENGTH AT THE END OF 28 DAYS AS FOLLOWS: STANDARD LADDER TYPE HORIZONTAL REINFORCING SHALL CONSIST OF TWO W1.7 SIDE RODS WITH T.O. .............. To OF OSGOOD SOLAR LLC
MAXIMUM W1.7 CROSS RODS. T.O.S. ............ TOP OF STEEL ELECTRICAL
A' ��y
STRENGTH (P51) AGGREGATE SIZE (in.) ENTRAINED AIR (9) APPLICATION M10. FOR MASONRY WALL REINFORCING REQUIREMENTS SEE "MINIMUM CONCRETE MASONRY WALL T&BW.............. TOP AANDWBOOT70M ELECTRICAL ENCL
4000 1-8 5 EXTERIOR DOLLY PADS & APRONS REINFORCING SCHEDULE" ON SHEET 50.3 TS P................ TMPECASTEEL COLUMN OR BEAM 1 600 OSGOOD STREET
4000 -w 5 EXTERIOR SIDEWALKS M11. THE MASONRY CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND/OR SHORING DURING VNO .............. UNLESS NOTED OTHERWISE
/ VERT ............ VERTICAL N. ANDOVER, MA
3500 1�8 0 SLAB ON GRADE CONSTRUCTION TO WITHSTAND ALL CONSTRUCTION, WIND AND SEISMIC FORCES IMPOSED ON v.LF. ............ VERIFY w FIELD
MASONRY DURING CONSTRUCTION. WT ................ WEIGHT DRAWING TITLE
3500 ^-w/A-6 BLEND 0 SLAB ON DECK WWF .............. WELDED WIRE FABRIC
3000 -W 5 ALL OTHER CONCRETE IND__............ WOOD GENERAL NOTES
W.P. .............. WORK POINT
SYME30L PROJECT NO.: 16-1325 DRAWING NO.
CL ............. CENTERLINE
R ................ DIAMETER
DESIGNED Sr. C. GALLAGHER
tPLUS OR MINUS DRAM BY' E. MEHNERT �•
LBS ............. POUNDS
CnKD BY: T. OUINLAN s
�� 9/16/2016 StiEEr 1 OF:4
FROST PROTECTION NOTES:
THE FOOTING IS DESIGNED IN ACCORDANCE WITH ASCE 32 "DESIGN
GUIDE FOR FROST PROTECTION FOR SHALLOW FOUNDATIONS". THIS BHC
DESIGN GUIDELINE HAS BEEN PREPARED FOR THE U.S. DEPARTMENT FNCINLCRINC LLC
OF HOUSING AND URBAN DEVELOPMENT OFFICE OF POLICY SCI-S A.....H AOA.
DEVELOPMENT AND RESEARCH. THE DESIGN ALLOWS FOR A SHALLOW wnKErie o.MA ❑tee.
FOUNDATION WITH THE USE OF INSULATION AND SOIL PREPARATION.
19•_4" THE FOUNDATION HAS BEEN DESIGNED TO ACCOMMODATE THE
EQUIVALENT OF A FOUR FOOT DEEP FOUNDATION.
t 18'-4"
BRIDGING BETWEEN
JOISTS AT 1/3RD
POINTS 6 6"
"(TYP.)
O
0 I
w �
J
Z
N
8" CMU WALL 14" CONCRETE PAD-\
CONSTRUCTION 16'-0"
(BELOW)
12" OVERHANG TYP.
0
I
iC'
M
M SCALES:
�ytuovµl
4 u�"u1NJEr
SCALE IN FEET
c
nh3MDB,u
�9f'�asnaEO
E
v B" CMU WALL
CONSTRUCTION
M
p 1 l0/5/16 FOR CONSTRUCTION CJG
K
1 9/16/16 FOR PERMIT APPLICATION CJG
0 7 NO. DATE DESCRIPTION APPR'D BY
ui 10I
REVISIONS
0
OSGOOD SOLAR LLC
of _ _ _ III AI- ENCL
1600 OSGOOD STREET
N. ANDOVER, MA
1,12 ® 12" O.C.
DRAWING TITLE F.CMDA 1 1VI9 +
ROOF PLAN FOUNDATION PLAN ROOF PLANS
SCALE: 3/8"=1'-0" S_3 SCALE: 3/8"=1'-0"
FRaEcl NO.: 16_1325 DRAWING N0.
DESIGNED 9+: C. GALLAGHER S-2
DRAWN BY. E. MEHNERT
CHK'D BY: T. QUINLAN
DATE: 9/16/2016 SHE.ND. 2 or-4
60 MIL EPDM MECHANICALLY
ATTACHED ROOFING ENGINEERING LLC
SIMPSON HURRICANE TIE TYPE 111 —1,M N1R.A.
2" POLY ISO RIGID INSULATION H2.5T (TYP.) wnKcriE c, n O1eeO
__ 1 1 DRIP EDGE FLASHING
T+ 5/8" CDX PLYWOOD AZEC SOFFIT (TYP.) TIMBER FRAMING NOTES:
ROOF SHEATHING: 5/8" CDX PLYWOOD MIN.
2x12 RAFTER ® 12" O.C. (TYP.)
#4 CONT. TIMBER FRAMING
DOUBLE 2x8 SILL BEAM GRADE: NO. 2 LUMBER, SPRUCE-FIR, HEM-FIR
N0. 2 OR GREATER
t' ONSTR
REMOVE TOP CELL AND 1/2"0 ANCHOR RODS ® 2'-0" MINIMUM FIBER STRESS: Fb = 850 PSI, E _
" REPLACE WITH A FULLY O.C. MIN. PROVIDE 5" EMBED. 1,600,000 PSI,
- Fv = 150 PSI
2x12@12" O.C. F 1 WALL GROUTED BOND BEAM (TYP, UNO) FRAMING CONNECTORS, SILVER METAL
17'-4" rUCTION PRODUCTS OR SIMPSON
ROOF TO EXTERIOR CMU WALL DETAILS DESIGN WIND LOADS:
EXTERIOR DIMENSIONS
4. q SCALE 3/4" = 1'-0" SILL PLATES SHALL BE PRESSURE TREATED
c y YELLOW PINE WITH LAPPED JOINTS AND SILL
�i SEALER. THE SILL PLATE SHALL BE ANCHORED
,p S'* N WITH 1/2" DIA. ANCHOR RODS ® 2'-0" ON
CENTER AND NOT MORE THAN 12 INCHES
FROM CORNERS. ANCHORS SHALL HAVE 5"
e #7048" REINF. W/ Y ��g' CMU MINIMUM EMBEDMENT INTO CMU BOND BEAM.
14" CONC. SLAB #7®48" DOWELS ANCHORS
SHALL MEET THE REQUIREMENTS OF
A
r_ TOP OF CONC. 4"
ABOVE EXISTING i 1" CHAMFER (TYP.)
2" CLEAR GRADE #409" TOP & BOT.,C I 6"
2" XPS INSULATION
I' � LEVEL EACH WAY I 10" MIN 1'-6"
TYPE IV (R=4.5 MIN.)
MIN. COMPRESSIVE EXISTING ASPHALT PAVING
STRENGTH = 30 PSI TO BE REINSTATED
6" MIN. CRUSHED
2-6" STONE (-Y4- AGGREGATE) 2-6"
3" CLEAR UNDISTURBED EXISTING
SOIL SLAB TO EXTERIOR CMU WALL DETAILS
SECTION SCALE 3/4" = 1'-0"
SCALE: 3 8=1 -0
SCALES:
2x12 BLOCKINGt}SNOFIQ{J'r.
016" O.C. COLLNJ. SCALE IN FEET
3' GRLLAOHER
3 cl�
M.39114 0 ] 1
--------------
SIMPSON RIGID CONNECTOR
sp�E"�gpo e
ANGLE (RCA 223)
® 24" O.C. p/sJr6
2.12 RAFTER ® 12" O.C. (TYP.)
SECTION 2
SCALE 3/4" = 1'-0" S-2
6'-4" 2'-O" 1 10/5/16 FOR CONSTRUCTION CJG
1 9/16/16 FOR PERMIT APPLICATION CJG
2'-0" 3'-4" SPLIT FACED CMU NO. DATE DESCRIPTION APPR'D BY
(TYP.)
-B" SINGLE DOOR, REVISIONS
TYP DOUBLE DOOR WITH
Z. PROVISION FOR OSGOOD SOLAR LLC
REMOVABLE PANEL
o ABOVE TO B.ECTRIC+AL ENCLOSURE
ACCOMMODATE
2' MAx o OVERH ENTT 1600 OSGOOD STREET
N. ANDOVER, MA
ADDL 2#4
DRAWINGTITLE
LG.TOP& BOT.,
EACH-O'•SIDE
MAX.TYP. GRADE SM710M + M7A w
• • INDICATES BOX-OUT DIMENSIONS PROJECT NO.:
TO BE COORDINATED W/CONDUIT 16-1325 DRAWING NO.
REQUIREMENTS OF EQUIPMENT.
oESxx+Eo Br. C. GALLAGHER
PLAN — DETAILS ® CONDUIT OPENINGS WEST ELEVATION NOTE; DV
BY: -3
SCALE: 1/2"=t•-D' SCALE: 3/8"=1'-0" ALL DOOR OPENING SIZES AND FINAL LOCATION E. MEHNERT S
TO BE COORDINATED WITH DOOR CNKD BY:
MANUFACTURER T. OUINLAN
�� 9/16/2016 SHEET 1. V 4
BHC
2'-8"
ONAL
OUT
DITBOND BEAM K MIN TYP LINTEL BEARING ABOVE MASONRY MINIMUM CONCRETE MASONRY ENGINEERING LLC
OPENING WALL REINFORCING SCHEDULE -SA°°U `°
WAKEFlWA--.,MAA 0 1B8❑
WALL WALL VERTICAL HORIZONTAL
CONT BARS SEE — I LOCATION THICKNESS REINFORCING REINFORCING
END DETAIL WITH - I � 1'
DOWELS TO MATCH LINTEL. SEE --_ — — JU ALL EXTERIOR, 6" #6 ® 48" STD TRUSS TYPE REINF. ® 8"o.c.
HOOK AS REQUIRED SCHEDULE ADDITIONAL SHEALOAD BEARING,
TERMINATED BARS VERTICAL PARAPET, CHIMNEY, B" #7 ® 48" STD TRUSS TYPE REINF. @ 8"o.c.
SEE END DETAIL WITH NOTES: REINFORCING STAIR, AND
DOWELS TO MATCH 1. 1 CONT BAR AT ELEVATOR WALLS 12" #8 ® 48" EXTRA HEAVY TRUSS TYPE REINF. 0 8"o.c.
HOOK AS REQUIRED MASONRY OPENING 4'-0'
OR LESS IN WIDTH ALL OTHER
INTERIOR CMU
a 2. 2 CONT BARS AT ALL #4 ® 96" STD LADDER TYPE REINF. 016"o.c.
g MASONRY OPENING 4'-0" PARTITION WALLS SIZES + 1—#4 IN BOND BEAM 0 96"o.c.
TO 8'-0" IN WIDTH GREATER THAN
a 16'-0" IN -HEIGHT
m
6 END DETAIL ALL
OTHER
RECMU
TOP OF SLAB v NO SCALE PARTITION WALLS ALL STD LADDER TYPE REINF. ® 16"o.c.
16'-0" OR LESS SIZES
VERTICAL IN HEIGHT
REINFORCING
SEE SCHEDULE
NOTES:
TYPICAL ELEVATION AT 6 BAR ® 1. REFER TO PLANS, DETAILS AND NOTES FOR REINFORCING
6" & B CMU REQUIREMENTS MORE STRINGENT THAN IN THE SCHEDULE
VERTICALLY REINFORCED WALLS 2. PROVIDE REINFORCED BOND BEAM WITHIN 16" OF TOP OF WALL
CMU WALLS WITH OPENINGS I 1 2—�I4 BARS ® 3. ALL VERTICAL REINFORCING TO BE IN SOLIDLY GROUTED CELLS,
NO SCALE L 12' CMU WALLS AND PROVIDE 48 DIA LAP AT ALL BAR SPLICES. TYPICAL
NOTES. 4. GROUT SHALL BE "LOW LIFT" GROUTING.
1. SEE SCHEDULE FOR SPACING
2. PROVIDE REINFORCED BOND BEAM
SCHEDULE OF EMBEDMENT AND SPLICE LENGTHS WITHIN 16" OF TOP OF WALL
(UNLESS SHOWN OTHERWISE ON DRAWINGS) 3. PROVIDE REINFORCED BOND
BEAM AT TOP AND BOTTOM
COMPRESSION TENSION OF ALL OPENINGS
4. VOIDS CONTAINING VERTICAL
BAR EMBEDMENT LAP SPLICE EMBEDMENT LENGTH LAP SPLICE LENGTH REINFORCING SHALL BE FILLED MASONRY LINTEL SCHEDULE
SIZE LENGTH LENGTH TOP BARS OTHER BARS TOP BARS OTHER BARS SOLID WITH GROUT
#3 8" 12" 13" 12" 16" 16" BOND BEAM BEAM SIZE SCALES:WIDTH x DEPTH OPENING DIMS REINFORCEMENT
#4 11" 15" 17" 12" 22" ts" NO SCALE � DOtWlti
#5 14" 19" 21" 15" 27" 20" 0'-0" — 4'-0" B" x 8" DEEP 2 — #5 CONT a DnuAnHe w
Ne.mu
#6 17" 23" 25" 18" 33" 24" 4'—D" — 6'-0" 8" x 16" DEEP 2 — #5 CONT
t
#7 19" 26" 32" 23" 41" 30" 6'-0" — 12'-0" 8" x 24" DEEP 2 — #6 CONT
8 223042305S39AND WIRE TRUSS TYPE 15116
# " " " " " " REINF AT JOINTS
#9 25" 34" 53" 38" 69" 49" 0'-0" — 4'-0" 12" x 8" DEEP 2 — #5 CONT
#10 28" 38" 67" 48" 88" 63"
4'-0" — 6'-0" 12" x 16" DEEP 2 — #5 CONT
#1 1
31" 42" 83" 59" 108" 77" AND WIRE TRUSS TYPE
REINF AT JOINTS
6'-0" — 12'-0" 12" x 24" DEEP 2 — #5 CONT
HORIZONTAL BARS PROVIDE HORIZONTAL CORNER AND WIRE TRUSS TYPE
BARS AT ALL WALLS TO MATCH REINF AT JOINTS
HORIZONTAL REINFORCING 1 10/5/16 FOR CONSTRUCTION CJG
AS PER SCHEDULE AS PER SCHEDULE 1 9/16/16 FOR PERMIT APPLICATION CJc
NO. DATE DESCRIPTION APPR'D BY
WIRE
I I jL�\SII I I I r yI - T it I RE NFTRUSS REVISIONS
--- r===- OSGOOD SOLAR LLC
LADDER OR TRUSS TYPE WALL ADDITIONAL - p cam+ ENCLOSURE
REINFORCING WHERE SHOWN ON VERTICAL BAR �v' �
SCHEDULE OR NOTES. TYPICAL AT CORNER 11 1600 1 600 OSGOOD STREET
1;
�i BROMREAKBLOCK - � N. ANDOVER, MA
1
TYPICAL DETAIL CORNER DETAIL u DRAWING TITLE
MASONRY WALL DETAILS
w TYPICAL DETAIL AT REINFORCED CMU WALLS PROJECT NO.: 16-1325 DRAWING NO.
NO SCALE DESIGNED Br. C. GALLAGHER
DRAWN Eff' E. MEHNERT S-4
CHILD Br: T. QUINLAN
DATE: 9/16/201 6 SHEET NO.