HomeMy WebLinkAboutBuilding Permit #973-15 - 62 COMPASS POINT ROAD 5/27/2015I\
Permit No#:
BUILDING PERMIT
TOWN OF NORTH ANDOVER
APPLICATION FOR PLAN EXAMINATION
Date Received
Date Issued: IMPORTANT: Applicant must complete all items on this page
LOCATION
F0
Ar
V
PROPERTY - OWNER On an Print
Print 100 Year Structure yes
MAP PARCEL: ZONING DISTRICT: H -Historic District yes Ix
Machine Shop Village yes X
TYPE OF IMPROVEMENT
PROPOSED USE
Residential
Non- Residential
El New Building
0 One family
El Addition
�(Two or more f mily
r4
El Industrial
El Alteration
No. of units:
El Commercial
0 Repair, replacement
El Assessory Bldg
El Others:
D Demolition
D Othe r
".Ser)tic 0,Well
0'-RQ,0dpL;a(n,, n Weja4ds,
11; W h, e
hate" Pi stric
d wat`i- /s,
pr-,, ewer
F,
OWNER: Name:
Address: 51
Contractor Name: 7-S
Email: +J9�ULU�,
Address: �'blny, iQ
DESCRIPTION OF WORK I U bh Ftz-KI�UKMtU:
Type or Pi�int Clearly
, crfsf� % Phone:
Phone:
U_ -
Supervisor's Construction License:- OS 05q 3_5q _Exp. Date: . k a y
Home Improvement License:
j. Date: -1 GL�lj
ARCH ITECT/ENGI NEER V-Cn"T-) C-0, Lel, Phone: (�71 (23 33�7 S D S -;t
Address: �SJQ Reg. No. 337
5
FEE SCHEDULE: BULDING PERMIT.'$IZOO PER $1000.00 OF THE TOTAL ESTIMATED COSTBASED ON $125.00 PER S.F.
Total Project Cost: $ FEE: $ -3 ( 0
Check No.: Rece-ipt No.:
NOTE: Persons contracting w1th unregistered contractors do not have access to the guarantyfund
Location 6 2 e �JCIIS-S- 94
No. —q-1 -�) — � L5 Date
Check litsil
2,j'� 3
TOWN OF NORTH ANDOVER
Certificate of Occupancy $
Building/Frame Permit Fee
Foundation Permit Fee
Other Permit Fee $
TOTAL $
Building Inspector
Location 62
No. Date
Check4t7925-
TOWN OF NORTH ANDOVER
Certificate of Occupancy
Building/Frame Permit Fee
Foundation Permit Fee
Other Permit Fee $ 5-3
TOTAL
Plans Submitted 0 Plans Waived Certified Plot Plan El Stamped Plans F1
TYPE OF SEWERAGE DISPOSAL
Public Sewer El
Tanning/Massage/Body Art El
swhming Pools El
well El
Tobacco Sales El
Food Packaging/Sales D
Private (septic tank, etc. El
Pennanent Dumpster on Site El
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF - U FORM
PLANNING & DEVELOPMENT Reviewed On
COMMENTS
CONSERVATION Reviewed on S; / c� (0 1 L -5
COMMENTS LI;L - 14 ;)-t
HEALTH
COMMENTS
Signature.
Reviewed on Signature
Zoning Board of Appeals: Variance, Petition No: Zoning Decisionlreceipt submitted yes_
pl� I Board Decision: Comments
Conservation Decision: Comment 7
Water & Sewer Connection/sil f-,7-7 -1
-qnature &D�� Driveway Permit
]DPW Town Engineer: Signature: 170%
Located 384 Osgood Street
I sit �j 08%
-e
rii% Q
RAR
RIM -NTj
(t eafEd a �%M4MCSffff
L 0
4� 1�- J-, I
Dimension
Number of Stories: 3 . Total square feet of floor area, based on Exterior dimensions. -a n -S
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
NO I Lb and UATA — (For department use
L3 Notified for pickup Call Emai
I 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
4. Building Permit Application
Workers Comp Affidavit
Photo Copy Of H.I.C. And/Or C.S.L. Licenses
Copy of Contract
Floor Plan Or Proposed Interior Work
Engineering Affidavits for Engineered products
OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
Addition Or Decks
�6 Building Permit Application
4� Certified Surveyed Plot Plan
Workers Comp Affidavit
Photo Copy of H.I.C. And C.S.L. Licenses
Copy Of Contract
Floor/Cross Section/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
OTE: 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
2012 IECC Energy code
Engineering Affidavits for Engineered products
10TE: 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
Doe: Building Permit Revised 2014
CHUS,
CERTIFICATE OF USE & OCCUPANCY
TOWN OF NORTH ANDOVER
Building Permit Number 973-15 on 5/27/2015 Date: January 19, 2016
THIS CERTIFIES THAT
THE BUILDING LOCATED at 62 Compass Point
MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE
PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER
REGULATIONS AS MAY APPLY.
Certificate Issued to: Berry Co. LLC
62 Compass Point
North Andover, MA 01845
Bu�lding inspectJr
Fee: PrePaid $100.00
Receipt: 28835
Check: 7876
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CLEAResult
50 Washingtoo Street, Suite 3000
Westborough, MA 01581
I ECC 2012 �02.4.2. 1 Testing, option
Blower Door Testing
Date of test: December 28, 2015 G / Fail
Street Address: 62 Compass Point
North Andover, MA 01845
Total conditioned floor area: 2,400 Square Feet
Total conditioned volume: 21,074 Cubic Feet
Source of area and volume calculations:
Builder Rater X Other
HERS Rater:
Nicholas Abreu
Certification Number:
8368122
Signature:
t'44
Builder:
TB Building
Builder Contact:
Tim Barlow
Tested Air Leakage
Requirement: 3 Air Changes per hour at 50 pascals (ACH50) or less
Measurement:
ACH50: 2.85
CLEAResult @ 2015
0
.6 _0
0
APPLICATION FOR CERTIFICATE OF OCCUPANCYANSPICTION
.4 ED
ED
cmus'-' BUILDING PERAHT # >
ADDRESS/LOCATION OF PROPERTY:- (e -)Q Lmu�� Vn'tn4 0:)-a
Map_______yarce1 Lot Number
SUBDIVISION: M e rr, ry) (,(
. 5
DATE REQUESTED FILED/READY FOR INSPECTION:
CLOSING DATE ON PROPERTY:
FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED
ALL WORK AND SIGN -OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A
REINSPECTION FEE OF TWENTY DOLLARS ($20.00)IWILL BE CNARGED IF THE STRUCTURE
DOES NOT MEET ALL APPLICABLE CODES. _1�'
Pennit Issued to: V-0 S�
Address: !�l M+ ACkj
ROUTING
TOWN ENGINEER, SITE PLAN — DRIVE -WAY REVIE
CONSERVATION
PLANNING El
DPW-WATERNIETER v4vo\�
SEWER CONNECTION
DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO
SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST
DPW
File: Application for OC forin revised fan 2007/2011
CLEAResult
50 Washington Street
Westborough, MA 01581
IECC 2012 & MA Stretch Energy Code Duct Tightness Verification
Date: J-4,VCr(&(- 5, 0_b15' (::P:ass)/ Fail
Permit No.:
Street Address: Ga &rCfrtt,, ?6C*-
r,\OA"\ N)awer-' MN &aq's
Total conditioned floor area: D, -�Z btert—
Source of Area Calculation: R.,*e,-
HERS Rater:
4L614) &a-,:)
Certification Number:
86 6 & 10-11-)
Signature:
Builder:
Builder Contact:
HVAC Contractor:
t
2012 1 ECC - New Construction
Post -construction test
El Tota I Leakage — 4 CfM/100 ft2 maximum allowed
Testing result: CfM/100 ft2
Rough -in test - Total leakage
Air Handler Installed?
K Yes —4 CfM/100 ft2 maximum allowed
El No -3 CfM/100 ft2 maximum allowed
Testing result: 3.25. CfM/100 ft2
MA Stretch Energy Code — 401.3 Prescriptive Option for Residential Additions and
401.5 Prescriptive Option for Alterations, Renovations or Repairs
Applies to all systems except those in which the air handler and all ducts are located within
conditioned space
El Leakage to outdoors - 4 cfm/100 ft2 maximum allowed
Testing result: cfm/100 ft'
Results apply to the system as tested on the date above. Compliance is void if any changes are made
to the duct system.
CLEAResult Copyright 2015
Final Construction Control Document
To be submitted at completion of construction by a
Registered Design Professional
for work per the 8'b edition of the
Massachusetts State Building Code, 780 CMR, Section 107
Project Title: MERRIMACK TOWNHOMES Date: 1/13/16 Permit No. 973-15
Property Address: G2 - 62 COMPASS PONT, NORTH ANDOVER, MA
Project: Check one or both as applicable: X New construction 0 Existing Construction
Project description: Wood framed, fire sprinkled, three story town homes in a row of four in the building named "G"
with u/g gas, electric, water and sewer services.
I KANAYO LALA MA Registration Number: 33710-C E iration date: JUNE 30, 16 , am a
registered design professional, and I have prepared or directly supervised the preparation of all design plans,
computations and specifications concerning:
Architectural Structural [ ] Mechanical
Fire Protection Electrical [x] Other: ALL DESCIPLINES
for the above named project. 1, or my designee, have performed the necessary professional services and was present at the
construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work
proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building
permit and that I or my designee:
I . Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals
by the contractor in accordance with the requirements of the construction documents.
2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable.
3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the
progress and quality of the work and to detennine if the work was performed in a manner consistent with the
construction documents and this code.
Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107.
Enter in the space to the right a "wet" or
electronic signature and seal:
978-337-5252
Phone number:
Email: kanayolala@gmail.com
Building Official Use Only
Building Official Name: Permit No.: Date:
Version 06112013
-A 21: $'$1 a,
Al
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Ac
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I'M 141'
Aa 11
FOUNDATION...AS—BUILT.BUILDING."Go
MERRIMAC CONDOMINIUMS
ROUTE 114, NORTH ANDOVER, MASS.
PATOVICIC
rllTll�'
9�
CERTIFICATE OF USE & OCCUPANCY
TOWN OF NORTH ANDOVER
Building Permit Number 973-15 on 5/27/2015 Date: January 19, 2016
THIS CERTIFIES THAT
THE BUILDING LOCATED at 62 Compass Point
MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE
PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER
REGULATIONS AS MAY APPLY.
Certificate Issued to: Berry Co. LLC
62 Compass Point
North Andover, MA 01845
Buf1din/ inspectJr r
9
Fee: PrePaid $100.00
Receipt: 28835
Check: 7876
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CREScheck Software Version 4.6.1
�J( Compliance Certificate
Project 150527—Trust—Merrimac_BldgG_UnitG2—ModelB
Energy Code:
2012 IECC
Location:
North Andover, Massachusetts
Construction Type:
Multi -family
Project Type:
New Construction
Conditioned Floor Area:
2,326 ft2
Glazing Area
12%
Climate Zone:
5 (6322 HDD)
Permit Date:
Window Dh: Vinyl Frame:Double Pane with Low -E
Permit Number:
Construction Site:
Bldg G, Unit G2
North Andover, MA
Owner/Agent:
Designer/Contractor:
Compliance: 0.0% Better Than Code Maximum UA: 327 Your UA: 327
The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home.
Envelope Assemblies
Floor 1st Floor: All -Wood joist/Truss: Over Unconditioned Space
416
30.0 0.0
0.033
14
Wall Ist Separation: Wood Frame, 16" D.C.
96
15.0 0.0
0.077
7
Wall 1st Ext 2x6: Wood Frame, 16" o.c.
812
21.0 0.0
0.057
40
Window Dh: Vinyl Frame:Double Pane with Low -E
32
0.290
9
Door Front Ground Fir entry: Glass
20
0.260
5
Door Back: Glass
34
0.290
10
Door Metal: Solid
18
0.160
3
Floor 2nd Over garage/entry: All -Wood J oist/Truss: Over Unconditioned Space
481
30.0 0.0
0.033
16
Floor 2nd Over entry: All -Wood J oist/Truss: Over Outside Air
39
30.0 0.0
0.033
1
Wall 2nd Floor 2x6: Wood Frame, 16" o.c.
855
21.0 0.0
0.057
39
Window DH: Vinyl Frame:Double Pane with Low -E
100
0.290
29
Window Fix: Vinyl Frame:Double Pane with Low -E
19
0.280
5
Window CSMT: Vinyl Frame:Double Pane with Low -E
12
0.260
3
Door Slider: Glass
34
0.290
10
Wall 2nd Fir Separation: Wood Frame, 16" o.c.
279
15.0 0.0
0.077
21
Ceiling Bay Win: Flat Ceiling or Scissor Truss
6
30.0 0.0
0.035
0
Wall 3rd Floor: Wood Frame, 16" o.c.
749
21.0 0.0
0.057
36
Window DH: Vinyl Frame:Double Pane with Low -E
86
0.290
25
Project Title: 150527—Trust—Merrimac—BldgG_UnitG2_ModelB
Report date: 05/27/15
Data filenanne: S:\Ebbeling_Ed\150507—Trust — MerrinnacCondos_BldgG_UnitsBB-
Page I
of 9
BB—NAndover\Rescheck\150527—Trust—Merrimac—BldgG�_UnitG2_Mode[B.rck
v
Window Awn: Vinyl Frame:Double Pane with Low -E 7 0.270 2
DoorFrench: Glass 18 0.260 5
Wall 3rd Separation: Wood Frame, 16" o.c. 243 15.0 0.0 0.077 19
Ceiling Main: Flat Ceiling or Scissor Truss 936 38.0 0.0 0,030 28
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2012 IECC requirements in
REScheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
ame -
Project Notes:
Building G
Signature Date
Project Title: 150527 — Trust — Merrimac — BidgG_UnitG2_ModelB Report date: 05/27/15
Data filename: SAEbbeling - Ed\150507—Trust MerrimacCondos—BldgG�_Units!313- Page 2 of 9
BB—NAndover\Rescheck\l��0527—Trust—Merri—mac—BldgG_UnitG2_ModelB.rck
fZRESc eck Software Version 4.6.1
Inspection Checklist
Energy Code: 2012 IECC
Requirements: 0.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Section
#
Pre-inspection/Plan Review
Plans Verified
value
Field Verified
Value
T
Complies
Comments/Assumptions
& Req.113
103.1,
:Construction drawings and
ElComplies
103.2
'documentation demonstrate
�nDoes Not
[PR111
energy code compliance for the
E]Not Observable
0
:building envelope.
E]Not Applicable
103.1,
1 Construction drawings and
'ElComplies
103.2,
:documentation demonstrate
ElDoes Not
403.7
energy code compliance for
[PR311
lighting and mechanical systems.
EINot Observable
Systems serving multiple
UNot Applicable
dwelling units must demonstrate
:compliance with the IECC
Commercial Provisions.
302.1,
Heating and cooling equipment is;
Heating: Heating:
;E]Complies
403.6
sized per ACCA Manual S based
Btu/hr i Btu/hr
ElDoes Not
[PR212
on loads calculated per ACCA
Manual J or other methods
Cooling: Cooling:
tlNot Observable
approved by the code official.
Btu/hr Btu/hr
;E]Not Applicable
Additional Comments/Assumptions:
111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low lmpa���
Project Title: 150527 Trust — Merrimac — BldgG_UnitG2 — ModelB Report date: 05/27/15
Data filename: S:\Eb�eling—Ed\150507—Trust—MerrimacCondos—BldgG_UnitsBB- Page 3 of 9
BB—NAndover\Rescheck\150527—Trust—Merrimac—BidgG_UnitG2—ModelB.rck
2012 IECCI
Foundation Inspection
I Complies?
Comments/Assumptions
303.2.1
A protective covering is installed to
U]Complies
(FO11]2
protect exposed exterior insulation
E]Does Not
Q
1.)
-and extends a minimum of 6 in. below
�E]Not Observable,
!grade.
![]Not Applicable
403.8
Snow- and ice -melting system controls
TIComplies
(FO1212
installed.
T]Does Not
E]Not Observable;
;EJNot Applicable
Additional Comments/Assumptions:
111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impa
Project Title: 150527 — Trust—Merrimac—BldgG_UnitG2_ModelB Report date: 05/27/15
Data filenarne: S:\Ebbeling_Ed\150507—Trust — MerrirnacCondos_BldgG_UnitsBB- Page 4 of 9
BB—NAndover\Rescheck\150527—Trust—Merrimac—BldgG_UnitG2_ModelB.rck
section
#
Framing / Rough -In Inspection
�
Plans Verified
Value
I
Field Verified
Value
Compile
Comments/Assumptions
& Req.ID
402.1.1,
;,Door U -factor. U-
U_
;E]Complies rSee the Envelope Assemblies
402.3.4
ElDoes Not table for values.
[FRI]'
;FlNot Observable
UNot Applicable
402.1.1, :Glazing
U -factor (area -weighted U-
U_
'ElComplies See the Envelope Assemblies
402.3.1,
average).
:13Does Not table for values.
402.3.3.
i
:E]Not Observable
402.3.6,
402.5
UNot Applicable
[FR211
303.1.3
U -factors of fenestration products
ElComplies
[FR411
:are determined in acco
�01)oes Not
! with th e N F RC test proced u re or
:taken from the default table.
EINot Observable
"E]Not Applicable
402.4.1.1
:Air barrier and thermal barrier
1EIComplies
[FR23]1
:installed per manufacturer's
X-lDoes Not
instructions.
�ONot Observable
EINot Applicable
402.4.3
iFenestration that is not site built
'ElComplies
[FR20]1
:is listed and labeled as meeting
1,E]Does Not
AAMA /WDMA/CSA 101A.S.2/A440
:or has infiltration rates per NFRC
EINot Observable
:400 that do not exceed code
CINot Applicable
�limits.
402.4.4
IC -rated recessed lighting fixtures
,ocomplies
[FR16]2
'sealed at housing/interior finish
FIDoes Not
labeled to indicate :s2.0 cfm
UNot Observable
:leakage at 75 Pa.
EINot Applicable
403.2.1
!,Supply ducts in attics are R-
R-
;.ElComplies
[FR12]1
:insulated to 2:11-8. All other ducts : R-
R -
UDoes Not
:in unconditioned spaces or
:outside the building envelope are:
:[]Not Observable
;insulated to ;--R-6.
:,E]Not Applicable
403.2.2
!All joints and seams of air ducts,
!E]Complies
[FR13]1
:air handlers, and filter boxes are
QDoes Not
10
sealed.
UNot Observable
11EINot Applicable
403.2.3
:,Building cavities are not used as
'ElComplies
[FRI 5]3
:ducts or plenums.
�E]Does Not
-E]Not Observable
TINot Applicable
403.3
;HVAC piping conveying fluids R-
R-
flComplies
[FR17]2
:above 105 QF or chilled fluids
;E]Does Not
:below 55 QF are insulated to a:R-
:3.
ONot Observable
UNot Applicable
403.3.1
Protection of insulation on HVAC
ElComplies
[FR2411
piping.
ElDoes Not
EINot Observable
!E]Not Applicable
403.4.2
Hot water pipes are insulated to R-
R-
'ElComplies
(FR18]2
--R-3.
�E]Does Not
:E]Not Observable
TlNot Applicable i
111 High Impact (Tier 1) 12 IMedium Impact (Tier 2) 13 ILow lmpac_t_(_Ti_e_r_3_)____J
Project Title: 150527—Trust—Merrimac_BldgG—UnitG2—ModelB Report date: 05/27/15
Data filenarne: S:\Ebbeling_Ed\150507—Trust — MerrinnacCondos_BldgG�_UnitsBB- Page 5 of 9
BB—NAndover\Rescheck\150527—Trust—Merrimac—BidgG_UnitG2_ModelB.rck
Framing / Rough -in Inspection Plans Verified Field Verified Complies? Comments/Assumptions
I I I Value Value
& Rea.11)
403.5 Autornatic or gravity dampers are !E]Complies
[FR19]2 installed on all outdoor air FlDoes Not
.intakes and exhausts.
EINot Observable
EINot Applicable
Additional Comments/Assumptions:
111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low lmpact_ffi7e_r_3_)___]
Project Title: 150527—Trust—Merrimac — BldgG�_UnitG2_ModelB Report date: 05/27/15
Data filename: S:\Ebbeling_Ed\150507—Trust—MerrimacCondos BidgG_UnitsBB- Page 6 of 9
BB—NAndover\Rescheck\150527—Trust—Merrimac—BidgGLUnitG�—ModelB.rck
section
#
Insulation Inspection
�
Plans Verified
Value
I
Field Verified
Value
Complies?
Comments/Assumptions
Req.ID
303.1
2AII installed insulation is labeled
OComplies
(IN13]2
or the installed R -values
E]Does Not
provided.
:E]Not Observable
ONot Applicable
402.1.1,
;Floor insulation R -value.
R-
R-
'ElComplies See the Envelope Assemblies
402.2.6
E] Wood
n Wood
ElDoes Not table for values.
[INI]l
EJ Steel
0 Steel
�,E]Not Observable
;'[]Not Applicable
303.2,
Floor insulation installed per
ElComplies
402.2.7
:manufacturer's instructions, and
ElDoes Not
[IN211
in substantial contact with the
underside of the subfloor.
EINot Observable
E]Not Applicable
402.1.1,
;.Wall insulation R -value. If this is a
R-
R-
ElComplies :See the Envelope Assemblies
402.2.5,
, mass wall with at least 1/2 of the
E] Wood
E] Wood
E]Does Not table for values.
402.2.6
[IN311
!wall insulation on the wall
exterior, the exterior insulation
'f-1 mass
'EJ
n Mass
![]Not Observable
:requirement applies (FRIO).
Steel
Steel
A�ONot Applicable
303.2
:Wall insulation is installed per
DComplies
[IN4]1
manufacturer's instructions.
ElDoes Not
OR
�[_-]Not Observable
'IDNot Applicable
Additional Comments/Assumptions:
I I 11-ligh Impact (Tier 1) - 12 IMedium Impact (Tier 2) - 13 11 -ow lmpaq �ier 3)�
Project Title: 150527-Trust-Merrimac-BldgGLUnitG2_ModelB Report date: 05/27/15
Data filenarne: SAEbbeling_Ed\150507-Trust - MerrimacCondos-BidgGLUnitsBB- Page 7 of 9
BB-NAndover\Rescheck\150527-Trust-Merrimac-BidgG_UnitG2_ModelB.rck
section
#
Final inspection Provisions
�
Plans Verified
value
I
Field Verified
Value
T
Complies?
T
Comments/Assumptions
& Req.ID
402.1.1,
Ceiling insulation R -value. R-
R-
;See the Envelope Assemblies
402.2.1,
F1 Wood
Wood
;EIDoes Not i table for values.
402.2.2,
402.2.6
'E] Steel
E] Steel
EINot Observable
[FI111
k
'EINot Applicable
303.1.1.1,
iCeiling insulation installed per
�E]Complies
303.2
;manufacturer's instructions.
DDoes Not
[F1211
:Blown insulation marked every
EINot Observable
:300 ft2.
:E]Not Applicable
402.2.3
Mented attics with air permeable
ElComplies
[F122 ]2
insulation include baffle adjacent
FIDoes Not
,to soffit and eave vents that
,extends over insulation.
[]Not Observable
i
EINot Applicable
402.2.4
Attic access hatch and door R-
R-
LIComplies
[F1311
;insulation aR-value of the
ElDoes Not
adjacent assembly.
E]Not Observable
EINot Applicable
402.4.1.2
:Blower door test@ 50 Pa. <=5 ACH 50
ACH 50
Momplies
[FI17]1
!ach in Climate Zones 1-2, and
E]Does Not
<=3 ach in Climate Zones 3-8.
;[]Not Observable
:E]Not Applicable
403.2.2
Duct tightness test result of <=4 cfm/100
cfM/100
IE]Complies I
[F1411
:cfm/100 fl:2 across the system or ft2
ft2
:nDoes Not
<=3 cfm/100 fl:2 without air
handler @ 25 Pa. For rough -in
;E]Not Observable
'tests, verification may need to
T]Not Applicable
occur during Framing inspection.
403.2.2.1
:Air handler leakage designated
:E]Complies
[F12411
:by manufacturer at <=2% of
ElDoes Not
design air flow.
il[:]Not Observable
EINot Applicable
403.1.1
Programmable thermostats
1EIComplies
[Flg]2
installed on forced air furnaces.
�E]Does Not
FINot Observable
EINot Applicable
403.1.2
Heat pump thermostat installed
�OComplies
[FIJO]2
on heat pumps.
UDoes Not
0-1
[]Not Observable
EINot Applicable;
403.4.1
Circulating service hot water
'ElComplies
[1`11112
systems have automatic or I
E]Does Not
-4
�accessible manual controls.
EINot Observable
EINot Applicable
403.5.1
All mechanical ventilation system
ElComplies
[F125 ]2
fans not part of tested and listed
ElDoes Not
HVAC equipment meet efficacy
.and air flow limits.
EINot Observable
EJNot Applicable
404.1
.75% of lamps in permanent
ElComplies
[F1611
fixtures or 75% of permanent
E]Does Not
fixtures have high efficacy lamps.:
;Does not apply to low -voltage
EINot Observable
lighting.
EINot Applicable
11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3)
Project Title: 150527—Trust—Merrimac—BldgG_UnitG2_ModelB Report date: 05/27/15
Data filename: S:\Ebbeling_Ed\150507—Trust — MerrimacCondos—BldgG_UnitsBB- Page 8 of 9
BB—NAndover\Rescheck\150527—Trust—Merrimac—BidgG�_UnitG2_ModelB.rck
Section
#
i
Final Inspection Provisions
Plans Verified
Value
Field Verified
Value
Comp �1es?::[:Cornrnents/AssurnptIons
& Req.ID
404.1.1
Fuel gas lighting systems have
�DComplies
[F123]3
no continuous pilot light.
E]Does Not
i
ONot Observable
:E]Not Applicable
401.3
Compliance certificate posted.
�OComplies
[F[7]2
[]Does Not
9)
EINot Observable
E]Not Applicable
303.3
;Manufacturer manuals for
'ElComplies
[F[18]3
mechanical and water heating
ElDoes Not
,Q)
systems have been provided. f
EINot Observable
LINot Applicable
Additional Comments/Assumptions:
I I High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low jmpact-(—T-ie-r-3)---]
Project Title: 150527 Trust - Merrimac - BidgG_UnitG2_ModelS Report date: 05/27/15
Data filename: S:\Eb�eling-Ed\150507-Trust-MerrimacCondos-BldgG�_UnitsBB- Page 9 of 9
BB-NAndover\Rescheck\150527-Trust-Merrimac-BidgG�_UnitG2_ModelB.rck
2012 �ECC Energy
Effidency Certfficate
Above -Grade Wall 21.00
Below -Grade Wall 0.00
Floor 30.00
Ceiling / Roof 38.00
Ductwork (unconditioned spaces):
Window 0.29
Door 0.29
Heating System:
Cooling System:.
Water Heater:
Name: Date:
Comments
CONSTRUCTION CONTRACTOR REPORT
MASSACHUSETTS BUILDING CODE SECTION
Bldg.G - #805-15 REPORT NO: Eighteen
TO: Building Commissioner- Permit Nunber Bldg.H - #506-15
400 Osgood Street, N Andover, MA Bldg. I - 4505-15
Bldg. J - #072-2016
Merrimack Condominiums
PROJECT NAME OR NUMBER:
60,62, 64, & 66 Compass Point, Units G 1, G2, G3, & G4
STREET ADDRESS: 52 & 50 Compass Point, Units HI & H2
48 & 46 Compass Point, Units 11 & 12
TOWN/CITY: North Andover, MA
WORK:
GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION
CONSTRUCTION SUPERINTENDENT: Timothy Barlow
UP DATE PREVIOUS ISSUES:
DATES
April 178 2015 through July 23, 2015
CONDITIONS: Partial Sunny Spring Day - 64F
LICENSE 4 CS 059359
Buiding "D" is 70% complete.
COMMENTS: Installation of electric & plumbing rough -ins are in progress in Building "H" & "I"
WORKIN PROGRESS.Building "I" - framing is 90% complete.
Building "H" - framing is 90% complete.
Building "G" - framing is 60% complete.
In general low soffit in garage should be limited to 2' width off walls.
SITE VISITS: Inspected on July 23 for the excavation for "J" & progressing work in D, G, H & 1.
RELATEDISSTLES:
ACTION REQUIRED:
ADDITIONS TO FILED PLANS:
STATUS OF COMPLETION: % 48% of the all 15 buildings
REPORTING ARCHITECT:_ Kanayo Lala
IN COMPLIANCE WITF1 MASSACHUSETTS STATE BUILDING CODE, SECTION 107.6.4 CONSTRUCTION CONTROL AND
APPROVED PLANS Kanayo Lala -&&Aik"A�
ARCHITECT OF RECORD: VV�_Ojm.
_DA'IE: JULY 23, 2015
Enter construction cost for fee cal -
North Andover Fee Calculation
Construction Cost
$ 271 �875.00
m
$ -
$
3,262.50
Plumbing Fee
$
407.81
Gas Fee 100 comm.
$
100.00
Electrical Fee
$
407.81
Total fees collected
$
4,178.13
62 Compass Point
973-15 on 5/27/15
New Townhome
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'OUND'TIG".'S—BUILT.W.BUILDIlkaG.&GO
N ti Im
MERRIMAC COND13MINIUMS
ROUTE 114,, NORTH ANDOVER.. MASS.
PROJECT ND NAND13 SCALE, V=40'
DRAWN BY, PCG DATEj 5/1/15
CHECKED BYISC SHT, 1
REV - I - SEDt OFs I
C31 a C330 C37
oil,
c34 CM C39
c36
—.j2(, ito 48:f
c35
I— #1 0. /.R' �k�wlx -11ri IV, 7.3.
00
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CERTIFIED PLOT PLAN
to anim um mnom
=may um mm u=wm momm mm M= Ck nc mmvm
PUM r= DU P=J= nf rMKMTM M 94M MU Nff
VMLA'M AW ZMM RUM17040M PZGkt= &TrdJCn= 'M PIMM I V LW
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PRMM TMT TW DFUMTM OWN HU =N *=MATMY FVRMiM Wf
ne awo" " Tm fm
FOUNDATION...AS-BUILT-.BUILDING."G&
MUM C, laftl4m mol MERRIMAC CONDOMINIUMS
ROUTE 114, NORTH ANDOVER, MASS.
PRMJECT ND NAND13 SCALE, 1'=40"
No J�. ;I
DRAWN BY* PCG DATEi 5/1/15
CHECKED BYSC SHTt I
REVISED
!01
C40�*
C4
CRESc eck Software Version 4.6.1
�J( Compliance Certificate
Project 150527—Trust—Merrimac_BldgG_UnitG2—ModelB
Energy Code:
2012 IECC
Location:
North Andover, Massachusetts
Construction Type:
Multi -family
Project Type:
New Construction
Conditioned Floor Area:
2,326 ft2
Glazing Area
12%
Climate Zone:
5 (6322 HDD)
Permit Date:
0.0
Permit Number:
40
Construction Site: Owner/Agent: Designer/Contractor:
Bldg G, Unit G2
North Andover, MA
Compliance: 0.0% Better Than Code Maximum UA: 327 Your UA: 327
The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home.
Envelope Assemblies
Floor 1st Floor: All -Wood J oi st/Truss: Over Unconditioned Space
416
30.0
0.0
0.033
14
Wall Ist Separation: Wood Frame, 16" D.C.
96
15.0
0.0
0.077
7
Wall 1st Ext 2x6: Wood Frame, 16" o.c.
812
21.0
0.0
0.057
40
Window Dh: Vinyl Frame:Double Pane with Low -E
32
0.290
9
Door Front Ground Fir entry: Glass
20
0.260
5
Door Back: Glass
34
0.290
10
Door Metal: Solid
18
0.160
3
Floor 2nd Over garage/entry: All -Wood J oist/Truss: Over Unconditioned Space
481
30.0
0.0
0.033
16
Floor 2nd Over entry: All -Wood J oist/Truss: Over Outside Air
39
30.0
0.0
0.033
1
Wall 2nd Floor 2x6: Wood Frame, 16" D.C.
855
21.0
0.0
0.057
39
Window DH: Vinyl Frame:Double Pane with Low -E
100
0.290
29
Window Fix: Vinyl Frame:Double Pane with Low -E
19
0.280
5
Window CSMT: Vinyl Frame:Double. Pane with Low -E.
12
0.260
3
Door Slider: Glass
34
0.290
10
Wall 2nd Fir Separation: Wood Frame, 16" o.c.
279
15.0
0.0
0.077
21
Ceiling Bay Win: Flat Ceiling or Scissor Truss
6
30.0
0.0
0.035
0
Wall 3rd Floor: Wood Frame, 16" o.c.
749
21.0
0.0
0.057
36
Window DH: Vinyl Frame:Double Pane with Low -E
86
0.290
25
Project Title: 150527 — Trust J Merrimac — BldgGLUnitG2_Moc1elB
Report date: 05/27/15
Data filename: S:\Ebbeling Ed\150507—Trust—MerrimacCondos BldgGLUnitsBB-
Page I
of 9
B B—NAndover\Rescheck\15 0527—Trust—Merri mac_BldgG_Un itGf_Model B. rck
Window Awn: Vinyl Frame:Double Pane with Low -E 7 0.270 2
DoorFrench: Glass 18 0.260 5
Wall 3rd Separation: Wood Frame, 16" o.c. 243 15.0 0.0 0.077 19
Ceiling Main: Flat Ceiling or Scissor Truss 936 38.0 0.0 0.030 28
Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2012 IECC requirements in
R�Scheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name - Title Signature Date
Project Notes:
Building G
Project Title: 150527 — Trust — Merrimac — BldgGLUnitG2_ModelB Report date: 05/27/15
Data filename: S:\Ebbeling Ed\150507—Trust MerrimacConclos B1dgGLUnitsBB- Page 2 of 9
BB—NAndover\Rescheck\l�-0527—Trust—Merri—mac—BidgG_UnitGf_ModelB.rck
RESc eck Software Version 4.6.1
Inspection Checklist
C�(J Energy Code: 2012 IECC
Requirements: 0.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Section
#
Plans Verified
Pre-inspection/Plan Review value
Field Verified
T
Complies
7`1rnm
ents/Assumptions
& Req.IDI
103.1,
:Construction drawings and
;nComplies
103.2
documentation demonstrate
E]Does Not
[PR111
I :energy code compliance for the
UNot Observable
building envelope.
EINot Applicable
103.1,
:Construction drawings and
'ElComplies
103.2,
:documentation demonstrate
'E]Does Not
403.7
[PR311
�,energy code compliance for
Jighting and mechanical systems.
EINot Observable
0
Systems serving multiple
EINot Applicable
;dwelling units must demonstrate
:compliance with the IECC
:Commercial Provisions.
302.1,
Heating and cooling equipment is; Heating:
Heating:
"Elcomplies
403.6
;sized per ACCA Manual S based Btu/hr—
Btu/hr
:ODoes Not
[PR2]2
on loads calculated per ACCA Cooling:
Cooling:
�T]Not Observable
Manual J or other methods Btu/hr
'approved by the code official.
Btu/hr —
:E]Not Applicable
Additional Comments/Assumptions:
11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3)
Project Title: 150527 – Trust–Merrimac–BidgG_UnitG2_ModelB Report date: 05/27/15
Data filename: S:\Ebbeling_Ed\150507–Trust – MerrimacConclos BldgG�_Units1313- Page 3 of 9
BB–NAndover\Rescheck\150527–Trust–Merrimac–BldgG_UnitG�_ModelB.rck
2012 IECCI Foundation Inspection Complies? Comments/Assumptions
303.2.1 'A protective covering is installed to TIComplies
[FO11]2 protect exposed exterior insulation ElDoes Not
V Q and extends a minimum of 6 in. below :
grade. :E]Not Observable:
:E]Not Applicable
403.8 Snow- and ice -melting system contr—ols E]Complies
[FO12]2 installed. 'E:]Does Not
;E]Not Observable:
i jElNot Applicable
Additional Comments/Assumptions:
I I I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low lmpac:t7:(T:Te��r3)
Project Title: 150527 — Trust J Merrimac — BldgGLUnitG2 — ModelB Report date: 05/27/15
Data filename: S:\Ebbeling Ed\150507—Trust MerrimacCondos—BidgGLUnitsBB- Page 4 of 9
BB—NAndover\Rescheck\l��-0527—Trust—Merri—mac—BldgG_UnitG2_ModelB.rck
section
#
Framing / Rough -In Inspection
Plans Verified
Value
Field Verified
Value
Complies?
Comments/Assumptions
Req.ID
402.1.1,
:Door U -factor. U_
U_
ElComplies :See the Envelope Assemblies
402.3.4
PDoes Not table for values.
[FR1]1
I
UNot Observable
'E]Not Applicable
402.1.1,
:Glazing U -factor (area -weighted U_
U_
,E]Complies :See the Envelope Assemblies
402.3.1,
average).
:E]Does Not : table for values.
402.3.3,
402.3.6,
�,E]Not Observable
402.5
:[]Not Applicable
[FR211
303.1.3
U -factors of fenestration products
',E]Complies
[FR411
are determined in accordance
'�[:]Does Not
0
;with the NFRC test procedure or
Observable
taken from the default table.
IDNot
T]Not Applicable
402.4.1.1
Air barrier and thermal barrier
TIComplies
[FR23]1
installed per manufacturer's
;,[]Does Not
instructions.
ONot Observable
EINot Applicable
402.4.3
;Fenestration that is not site built
ElComplies
(FR20]1
:is listed and labeled as meeting
ElDoes Not
AAMA /WDMA/CSA 101/i.S.2/A440
'or has infiltration rates per NFRC
E]Not Observable
1400 that do not exceed code
UNot Applicable
.limits.
402.4.4
IC -rated recessed lighting fixtures
OComplies
[FR16]2
sealed at housing/interior finish
ElDoes Not
�0)
:and labeled to indicate :s2.0 cfm
'EINot Observable
leakage at 75 Pa.
'E]Not Applicable
403.2.1
Supply ducts in attics are R-
R-_
Complies
[FR12]1
:insulated to �tlk-& All other ducts : R-
I
R -
;E]Does Not
a
:in unconditioned spaces or ! —
:outside the building envelope are:
UNot Observable
:insulated to 2:11-6.
A
:E]Not Applicable
403.2.2
:All joints and seams of air ducts,
IE]Complies
(FR13]1
:air handlers, and filter boxes are
'ElDoes Not
sealed.
1,
'E]Not Observable
UNot Applicable
403.2.3
;,Building cavities are not used as
�,E]Complies
[FR15]3
!ducts or plenums.
E]Does Not
EINot Observable
13Not Applicable
403.3
HVAC piping conveying fluids R-
R-
Zkomplies
[FR17 ]2
above 105 QF or chilled fluids
ElDoes Not
10)
below 55 QF are insulated to �-R-
!UNot Observable
.3.
:E]Not Applicable
403.3.1
;,Protection of insulation on HVAC
ElComplies
[FR2411
�piping.
ElDoes Not
E]Not Observable
�E]Not Applicable
403.4.2
Hot water pipes are insulated to R-_
R-
:E]Complies
[FR18]2
aR-3.
ElDoes Not
1,E]Not Observable
CINot Applicable
111 High Impact (Tier 1) 12 1 Medium Impact.(Tier 2) 3 1 Low impact (Tier 3) 1
Project Title: 150527—Trust—Merrimac—BldgG_UnitG2_ModelB Report date: 05/27/15
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BB—NAndover\Rescheck\150527—Trust—Merrimac—BidgG�_UnitG�_ModelB.rck
Section Plans Verified Field Verified
# Framing / Rough -In Inspection Value Value Complies? Comments/Assumptions
& Req.ID � I I I I I
403.5 Automatic or gravity dampers are i ElComplies
[FR1 9]2 installed on all outdoor air ElDoes Not
intakes and exhausts.
M) :[]Not Observable
EINot Applicable
Additional Comments/Assumptions:
I I I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) 1
Project Title: 150527—Trust—Merrimac—BldgG_UnitG2_ModelB Report date: 05/27/15
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BB—NAndover\Rescheck\150527—Trust—Merrimac—BldgG_UnitG2_ModelB.rck
section
#
Insulation Inspection
Plans Verified
Value
Field Verified
Value
Complies 7 -Comm
ents/Assumptions
& Req.ID
303.1
All installed insulation is labeled
�DComplies
UN13 ]2
or the installed R -values
DDoes Not
provided.
:[]Not Observable
:E]Not Applicable
402.1.1,
Floor insulation R -value.
R-
R-
�E]Complies :See the Envelope Assemblies
402.2.6
Fj Wood
F1 Wood
:F -]Does Not table for values.
I
[IN1]1
E) Steel
F] Steel
:,E]Not Observable
UNot Applicable
303.2,
;Floor insulation installed per
10complies
402.2.7
;manufacturer's instructions, and
ElDoes Not
[IN211
Jn substantial contact with the
:[]Not Observable
underside of the subfloor.
E)Not Applicable
402.1.1,
Wall insulation R -value. If this is a'
R-
R--
;,E]Complies :See the Envelope Assemblies
402.2.5,
:mass wall with at least 1/2 of the
E] Wood
Wood
ElDoes Not :table for values.
402.2.6
[IN311
:wall insulation on the wall
exterior, the exterior insulation
E] mass
Mass
:E]Not Observable
requirement applies (FR10).
E] Steel
E] Steel
:E]Not Applicable
303.2
Wall insulation is installed per
DComplies
[IN411
manufacturer's instructions.
ElDoes Not
E]Not Observable
1EINot Applicable
Additional Comments/Assumptions:
11- 1 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 3 1 Low Impact: �ier 3) �
Project Title: 150527—Trust—Merrimac—BldgG_UnitG2_ModelB Report date: 05/27/15
Data filenarne: S:\Ebbeling_Ed\150507—Trust — MerrirnacCondos—BldgG_UnitsBB- Page 7 of 9
BB—NAndover\Rescheck\150527 Trust—Merrimac—BldgG_UnitG2_ModelB.rck
Section
#
Final Inspection Provisions
Plans Verified
Value
Field Verifi
Value
Complies?
Comments/Assumptions
& Req.113
402.1.1.
;Ceiling insulation R -value. R-
R-_
.'ElComplies ;See the Envelope Assemblies
402.2.1,
E] Wood
n Wood
;E]Does Not table for values.
402.2.2,
402.2.6
EJ Steel
E] Steel
J -]Not Observable
[Fill'
TINot Applicable
303.1.1.1,
:Ceiling insulation installed per
ElComplies
303.2
:manufacturer's instructions.
E]Does Not
[F12]].
:Blown insulation marked every
:300 ft2.
ONot Observable
ElNot Applicable
402.2.3
�Vented attics with air permeable
ElComplies
[F122]2
:insulation include baffle adjacent
ElDoes Not
to soffit and eave vents that
extends over insulation.
�,E]Not Observable
ElNot Applicable
402.2.4
iAttic access hatch and door R-
R-
:[kcimplies
(F1311
:insulation �R-value of the
UDoes Not
:adjacent assembly.
;E]Not Observable
:E]Not Applicable
402.4.1.2
:.Blower door test @ 50 Pa. <=5 ACH 50
ACH 50
ElComplies
[FI17]1
;ach in Climate Zones 1-2, and
UlDoes Not
<=3 ach in Climate Zones 3-8.
UNot Observable
U]Not Applicable
403.2.2
Duct tightness test result of <=4 cfm/100
cfM/100
:E]Complies
[F[4]1
cfm/100 ft2 across the system or ft2
ft2
'E]Does Not
<=3 cfm/100 ft2 without air
handier @ 25 Pa. For rough -in
IL]Not Observable
,tests, verification may need to
:E]Not Applicable
occur during Framing Inspection.
403.2.2.1
iAir handier leakage designated
ElComplies
[F124]1
:by manufacturer at <=2% of
'�E]Does Not
:design air flow.
E]Not Observable
ONot Applicable
403.1.1
Programmable thermostats
ElComplies
(F1912
.':installed on forced air furnaces.
ElDoes Not
UNot Observable
'ElNot Applicable
403.1.2
Heat pump thermostat installed
ElComplies
[1`11012
:on heat pumps.
DDoes Not
0
1EINot Observable
UNot Applicable
403.4.1
'Circulating service hot water
:[:]Complies
[FIJJ]2
!systems have automatic or
E]Does Not
-0)
accessible manual controls.
ElNot Observable
�ONot Applicable
403.5.1
All mechanical ventilation system
'E]Ccimplies
[F125]2
'fans not -part of tested and listed
'E]Does Not
HVAC equipment meet efficacy
!E]Not Observable
and air flow limits.
ElNot Applicable
404.1
,75% of lamps in permanent
'ElComplies
(F1611
�fixtures or 75% of permanent
ElDoes Not
.fixtures have high efficacy lamps.
EINot Observable
Does not apply to low -voltage
�lighting.
EINot Applicable
11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) _F3TLow ImpacajTfier3)
Project Title: 150527-Trust-Merrimac.BidgG-UnitG2-ModelB Report date: 05/27/15
Data filename: S:\Ebbeling_Ed\l50507_Trust - MerrimacConclos BldgG_UnitsBB- Page 8 of 9
BB-NAndover\Rescheck\150527-Trust-Merrimac-BidgG�_UnitG�_ModelB.rck
Section
#
Final Inspection Provisions
�
Plans Verified
Value
I
Field Verified
Value
1
Complies?
1
Comments/Assumptions
& Req.ID
404.1.1
Fuel gas lighting systems have
EComplies
(F123]3
no continuous pilot light.
ElDoes Not
!E]Not Observable
EINot Applicable
401.3
'Compliance certificate posted.
ElComplies
[F17]2
ElDoes; Not
�E]Not Observable I
E]Not Applicable
303.3
Manufacturer manuals for
ElComplies
(FI18]3
mechanical and water heating
ElDoes Not
!systems have been provided.
!E]Not Observable
[]Not Applicable
Additional Comments/Assumptions:
111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impa
Project Title: 150527—Trust—Merrimac—BidgG_UnitG2_ModelB Report date: 05/27/15
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BB—NAndover\Rescheck\150527 Trust—Merrimac—BidgG_UnitG�_ModelB.rck
r2012 �ECC Energy
41 Effidency Certificate
Above -Grade Wall 21.00
Below -Grade Wall 0.00
Floor 30.00
Ceiling / Roof 38.00
Ductwork (unconditioned spaces):
Window 0.29
Door 0.29
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
Massachusetts - Department of Public Safety
Board of Building Regulations and Standards
Construction Supervisor
License: CS -059359
'� 4. 1 Is
TIMOTHY M BAOD�Y-
P.O. BOX # 12
South Grafton MA 01
0
Expiration
Commissioner 0112412016
Office of Consumer Affairs & Business Regulation
ME IMPROVEMENTCONTRACTOR
Type,
gistration: 143758
I
16A
19)k
xpiration: L712 DBA
(q BARLOW BUILDING"z
TIM BARLOW
13 DEPOT ST
S. GRAFTON, MA 0156 Undersecretary
A
N
4
Kanayo Lala, P.E . ............. 03/03/2014
PROJECT: Merrimack Condominiums
G -TYPE BB -Compass Point, N Andover, MA
DESIGN FOR - GIRDERSMOISTS /RAFTERS Third Floor Beam T1
Supporting Floor, Wall, Attic & Point Load From T5
LOADS: DEAD LOAD
22.54 PSF
323.00 PLF
Ce= 1 CF= 1.00
SNOW LOAD
PSF
0.00 PLF
Cq= 1 Cs=
LIVE LOAD
30.00 PSF
429.90 PLF
qs= 29.10 Cd= 1
TOTALLOAD
753 PLF
I= 1 Cm=1
WIND SPEED
100 MPH
29.10 PSF
POINT LOAD
3510 LBS
3.25 FT
Ra=
2925 LBS
7341 LB =TOTAL REACTION
TRIBUTARYWIDTH
14.33 LF
E= 2000000 PSI
JOIST/GIRDER SPAN
19.5 LF
Fb= 2900 PSI
WIDTH- IN 10.50 PSULVL 11.875
IN
= d Fv= 285 PSI
ROOF PITCH - N:12
Fc= 2700 PSI
Fcp= 750 PSI
MOMENT=
35786 LB -FT
MOMENT2=
9506 LB -FT
246.78 =S provided OK
S=
187.42 IN A 3
1465.24 = I
Deflection
0.836 IN = U
240
For Total Load Required L/240
Deflection2
0.139 IN = U
421
For Live Load Required L/360
Fcp'=
652 PSI
OK
1.50 In Bearing Length
Fv'=
123 PSI
OK
USE BETTER HEADER#65 (FLITCH BEAM) 2-LVLs 11 7/8" WITH 1/2"STEEL PLATE
BOLTED WITH 5/8"DIA@1 2-O.C. IN TWO ROWS. Of
VA MYO
H.
LALA
No. 33710-C
it
Kanayo Lala, P.E . ............. 03/03/2014
PROJECT: Merrimack Condominiums
G -TYPE BB -Compass Point, N Andover, MA
DESIGN FOR - GIRDERSMOISTS /RAFTERS Third Floor Beam T2
Supporting Floor, Wall & Attic
LOADS: DEAD LOAD
22.54 PSF
322.95 PLF
Ce= 1 CF= 1.00
SNOW LOAD
PSF
0.00 PLF
Cq= 1 Cs=
LIVE LOAD
30.00 PSF
429.90 PLF
qs= 29.10 Cd= 1
TOTALLOAD
753 PLF
I= 1 Cm=1
WIND SPEED
100 MPH
29.10 PSF
POINT LOAD
LBS
FT
Ra=
0 LBS
6211 LB =TOTAL REACTION
TRIBUTARYWIDTH
14.33 LF
E= 2000000 PSI
JOIST/GIRDER SPAN
16.5 LF
Fb= 2900 PSI
WIDTH- IN 7.00 PSULVL
11.875 IN
= d Fv= 285 PSI
ROOF PITCH - N:12
Fc= 2700 PSI
Fcp= 750 PSI
MOMENT=
25620 LB -FT
MOMENT2=
0 LB -FT
164.52 =S provided OK
S=
106.02 IN A 3
976.83 = I
Deflection
0.643 IN
= U 308
For Total Load Required L/240
Deflection2
0.000 IN
= U 540
For Live Load Required U360
Fcp'=
592 PSI
OK
1.50 In Bearing Length
Fv'=
112 PSI
OK
KANAYQ
H.
LALA
No. 33710-C
Xj
KI
I
Kanayo Lala, RE . ............. 03/03/2014
PROJECT: Merrimack Condominiums
G -TYPE BB -Compass Point, N Andover, MA
DESIGN FOR - GIRDERSMOISTS /RAFTERS Third Floor Beam T3
Supporting Floor & Point Load From TI& T2
LOADS: DEAD LOAD
20.00 PSF
360.00 PLF
Ce= 1 CF= 1.00
SNOW LOAD
PSF
0.00 PLF
Cq= 1 Cs=
LIVE LOAD
30.00 PSF
540.00 PLF
qs= 29.10 Cd= 1
TOTALLOAD
900 PLF
I= 1 Crn=1
WIND SPEED
100 MPH
29.10 PSF
POINT LOAD
16477 LBS
3.25 FT
Ra=
13327 LBS
7650 LB =TOTAL REACTION
TRIBUTARY WIDTH
18.00 LF
E= 2000000 PSI
JOISTIGIRDER SPAN
17 LF
Fb= 2900 PSI
WIDTH- IN 14.00 PSULVL 11.875
IN
= d Fv= 285 PSI
ROOF PITCH - N:12
Fc= 2700 PSI
Fcp= 750 PSI
MOMENT=
32513 LB -FT
MOMENT2=
43313 LB -FT
329.04 =S provided OK
S=
313.76 IN A 3
1953.65 = I
Deflection
0.433 IN = U
252
For Total Load Required U240
Deflection2
0.378 IN = U
419
For Live Load Required U360
Fcp'=
499 PSI
OK
3.00 In Bearing Length
Fv'=
189 PSI
OK
USE BETTER HEADER#84 (FLITCH BEAM) 3-LVLs 11 7/8"WITH 2-3/8" STEEL PLATE Of
BOLTED WITH 5/8" DIA @ 12"O.C. IN TWO ROWS.
USE 2-LVLs 11 7/8" FOR BEAM T4.
Kanayo Lala, RE . ............. 03/03/2014
PROJECT: Merrimack Condominiums
G -TYPE BB -Compass Point, N Andover, MA
DESIGN FOR - GIRDERSMOISTS /RAFTERS Third Floor Beam T3 -STEEL
Supporting Floor & Point Load From T1& T2
LOADS: DEAD LOAD
20.00 PSF
360.00 PLF
Ce= 1 CF= 1.00
SNOW LOAD
PSF
0.00 PLF
Cq= 1 Cs=
LIVE LOAD
30.00 PSF
540.00 PLF
qs= 29.10 Cd= 1
TOTALLOAD
900 PLF
I= 1 Crn=1
WIND SPEED
100 MPH
29.10 PSF
POINT LOAD
16477 LBS
3.25 FT
Ra=
13327 LBS
7650 LB =TOTAL REACTION
TRIBLITARYWIDTH
18.00 LF
E= 29000000 PSI
JOIST/GIRDER SPAN
17 LF
Fb= 24000 PSI
WIDTH- IN 6.50 36KSI W1 2X30
12.34 IN
= d Fv= 16200 PSI
ROOF PITCH - N:12
Fc= 24000 PSI
Fcp= 405 PSI
MOMENT=
32513 LB -FT
MOMENT2=
43313 LB -FT
38.60 =S provided OK
S=
37.91 IN A 3
210.00 =I
Deflection
0.278 IN = L/
392
For Total Load Required L/240
Deflection2
0.242 IN = L/
654
For Live Load Required U360
Fcp'=
359 PSI
OK
9.00 In Bearing Length
Fv'=
10,200 PSI
OK
W12X30, DEPTH=12.34" AND FLANGE WIDTH=6.5".
USE 2-LVLs 11 7/8" FOR BEAM T4.
(rCl.t=
K-01.6
Kanayo Lala, RE . ............. 03/03/2014
PROJECT: Merrimack Condominiums
G -TYPE BB -Compass Point, N Andover, MA
DESIGN FOR - GIRDERS/JOISTS /RAFTERS Third Floor Beam T5
Supportinci Floor & Wall
LOADS: DEAD LOAD
24.00 PSF
240.00 PLF
Ce= 1 CF= 1.00
SNOW LOAD
PSF
0.00 PLF
Cq= 1 Cs=
LIVE LOAD
30.00 PSF
300.00 PLF
qs= 29.10 Cd= 1
TOTALLOAD
540 PLF
1= 1 Crn=1
WIND SPEED
100 MPH
29.10 PSF
POINT LOAD
LBS
FT
Ra=
0 LBS
3510 LB =TOTAL REACTION
TRIBUTARY WIDTH
10.00 LF
E= 2000000 PSI
JOISTIGIRDER SPAN
13 LF
Fb= 2900 PSI
WIDTH- IN 3.50 PSULVL 11.875
IN
= d Fv= 285 PSI
ROOF PITCH - N:12
Fc= 2700 PSI
Fcp= 750 PSI
MOMENT=
11408 LB -FT
MOMENT2=
0 LB -FT
82.26 =S provided OK
S=
47.20 IN A 3
488.41 =I
Deflection
0.355 IN = L/
439
For Total Load Required L/240
Deflection2
0.000 IN = U
790
For Live Load Required L/360
Fcp'=
669 PSI
OK
1.50 In Bearing Length
Fv'=
127 PSI
OK
ALSO USE 3-LVLs 117/8" FOR BEAM T6.
KAMY0
H.
LALA
No. 33710-C
Kanayo Lala, P.E . ............. 03/03/2014
PROJECT: Merrimack Condominiums
G -TYPE BB -Compass Point, N Andover, MA
DESIGN FOR - GIRDERS/JOISTS /RAFTERS 2nd Floor Beam S1
Supporting Floor & Wall
LOADS: DEAD LOAD
24.00 PSF
240.00 PLF
Ce= 1 CF= 1.00
SNOW LOAD
PSF
0.00 PLF
Cq= 1 Cs=
LIVE LOAD
40.00 PSF
400.00 PLF
qs= 29.10 Cd= 1
TOTALLOAD
640 PLF
I= 1 Crn=1
WIND SPEED
100 MPH
29.10 PSF
POINT LOAD
LBS
FT
Ra=
0 LBS
4160 LB =TOTAL REACTION
TRIBUTARY WIDTH
10.00 LF
E= 2000000 PSI
JOIST/GIRDER SPAN
13 LF
Fb= 2900 PSI
WIDTH- IN 3.50 PSULVL 11.875
IN
= d Fv= 285 PSI
ROOF PITCH - N:12
Fc= 2700 PSI
Fcp= 750 PSI
MOMENT=
13520 LB -FT
MOMENT2=
0 LB -FT
82.26 =S provided OK
S=
55.94 IN A 3
488.41 =I
Deflection
0.421 IN = U
371
For Total Load Required L/240
Deflection2
0.000 IN = U
593
For Live Load Required L/360
Fcp'=
396 PSI
OK
3.00 In Bearing Length
Fv'=
150 PSI
OK
Of
MANAAM
H
NO. 33710-C
RL
Kanayo Lala, P.E . ............. 03/03/2014
PROJECT: Merrimack Condominiums
G -TYPE BB -Compass Point, N Andover, MA
DESIGN FOR - GIRDERSMOISTS /RAFTERS 2nd Floor Beam S2
Supporting Floor & Point Load From S1
LOADS: DEAD LOAD
15.00 PSF
19.95 PLF
Ce= 1 CF= 1.00
SNOW LOAD
PSF
0.00 PLF
Cq= 1 Cs=
LIVE LOAD
40.00 PSF
53.20 PLF
qs= 29.10 Cd= 1
TOTALLOAD
73 PLF
1= 1 Cm=1
WIND SPEED
100 MPH
29.10 PSF
POINT LOAD
4160 LBS
3.25 FT
Ra=
3467 LBS
713 LB =TOTAL REACTION
TRIBLITARYWIDTH
1.33 LF
E= 2000000 PSI
JOIST/GIRDER SPAN
19.5 LF
Fb= 2900 PSI
WIDTH- IN 3.50 PSULVL 11.875
IN
= d Fv= 285 PSI
ROOF PITCH - N:12
Fc= 2700 PSI
Fcp= 750 PSI
MOMENT=
3477 LB -FT
MOMENT2=
11267 LB -FT
82.26 =S provided OK
S=
61.01 IN A 3
488.41 =I
Deflection
0.244 IN U
318
For Total Load Required U240
Deflection2
0.493 IN L/
437
For Live Load Required U360
Fcp'=
398 PSI
OK
3.00 In Bearing Length
Fv'=
151 PSI
OK
KIII14YO
LALA
No. 33710-C
Kanayo Lala, RE . ............. 03/03/2014
PROJECT: Merrimack Condominimums
G -TYPE -BB -Compass Ponit, N Andover, MA
DESIGN FOR - GIRDERSMOISTS /RAFTERS Garage Door Header S3
Supporting Two Floors, Roof, Wall & Point Load From TI
LOADS: DEAD LOAD
73.72 PSF
718.75 PLF
Ce= 1 CF= 0.96
SNOW LOAD
38.50 PSF
375.38 PLF
Cq= 1 Cs=
LIVE LOAD
70.00 PSF
682.50 PLF
qs= 29.10 Cd= 1.15
TOTALLOAD
1777 PLF
1= 1 Crn=1
WIND SPEED
90 MPH
29.10 PSF
POINT LOAD
4900 LBS
6 FT
Ra=
3118 LBS
14657 LB =TOTAL REACTION
TRIBLITARYWIDTH
9.75 LF
E= 2000000 PSI
JOIST/GIRDER SPAN
16.5 LF
Fb= 2900 PSI
WIDTH- IN 5.25 PSULVL 18
IN
= d Fv= 285 PSI
ROOF PITCH - N:12
Fc= 2700 PSI
Fcp= 750 PSI
MOMENT=
60461 LB -FT
MOMENT2=
18709 LB -FT
350.00 =S provided OK
S=
284.87 IN A 3
2228.94 = I
Deflection
0.665 IN = U
240
For Total Load Required L/240
Deflection2
0.160 IN = L/
403
For Live Load Required L/360
Fcp'=
677 PSI
OK
5.00 In Bearing Length
Fv'=
245 PSI
OK
USE 2-LVLs 11 7/8" FOR BEAM S4.
Iq
KANAYO LALA, P.E ........ - 03/03/2014
SPECIFIC CALCULATIONS FOR THE WOOD CONSTRUCTION IN
100MPH WIND ZONE
60,62,64 & 66 COMPASS POINT, NORTH ANDOVER, MA
BUILDING "G" UNIT G1, G2, G3 & G4 26'X 36'
BASIC LOADS:
GROUND SNOW LOAD 50 PSF
LIVE LOAD 40 PSF
WIND LOAD 18 PSF
Building Length
36 ft
Building Width
26 ft
Building Aspect Ratio=
1.38
Building Area
936 sf
Shear End Wall=
11,664 224 PLF
Building Mean Height
36 ft
Shear Long Wall=
8,424 117 PLF
Total Height
45 ft
Dead Load of Building
65,520 lbs
1/2"A.BOLT SHEAR
801 LB
DL Moment End Wall
1,179,360 LB -FT
4
FT SPACING FOR 1/2" A.BOLTS
DL Moment Long Wall
851,760 LB -FT
WITH TWO 2X SYP PLATES
NET
Wind Moment End Wall
209,952
End Wall M -969408
NO UPLIFT
Wind Moment Long Wall
151,632
Long W M -700128
NO UPLIFT
I.E. NO UPLIFT EXISTS AT THE BASE OF THE BUILDING. SHEAR ANCHORS ARE ADEQUTE
SHEAR WALL CAPACITY BY TABLE 2306.2.1(1)
1/2" OSB / CDX PLY WITH 8D NAILS AT 6" ON EDGES AND 6" ON FIELD - 270PLF< 224 PLF
REQUIRED FOR THREE STORY HEIGHT- OK
SHEAR WALL REQUIREMENT BY TABLE R602.10.1.2(l)
1/2" OSB WITH 6D NAILS AT 6" ON EDGES AND 12" ON FIELD PER TABLE R602.3(3) 13 FT
CONTINUOUS SHEATHING AVAILABLE ALONG LONG WALL = 19 FT
THE MOMENT SHEAR AT THE OPENINGS IS RESISTED BY THE METAL CONNECTION PLATES AS
DETAILED ON THE PLANS.
FOR A TYPICAL 6'WIDE OPENING IN END WALL AT 224 PLF SHEAR: AT THE OPENING CORNER
673 LBS. A SIMPSON PC66 POST CAP - LATERAL CAPACITY 1285LBS - OK
THE CALCULATIONS ABOVE MEET THE REQUIREMENTS OF THE IRC2009 R602.10 AND 780CMR51
AMENDMENTS TO IRC2009.
76
ACCORV CERTIFICATE OF LIABILITY INSURANCE-
f6h.�
DATE (NMIDD(WW)
F 2/10/15
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERrIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERnFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUrHORZED
REPRESENTATIVE OR PRODUCER, AND -THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policyfies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement A statemert on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER
Coonan Insurance Agency, Inc.
267 Main Street
Oxford, MA, 01540
CONTACT
-NAME:
PHONE FAX
(Aic.No,F,di- (508) 987-7122 UMNO: (508) 987-7152
E-NIAIL
ADDRESS: cindy@coonaninsurance.com
INSURERS) AFFORDING COVERAGE NAIC #
INSURERA: Travelers
11/3/15
INSURED
INSURER B:
TJK, Inc.
INSURERC:
PO Box 12
INSURER D:
South Grafton, MA 01560
INSURER E:
LINSURER F.
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS ANDCONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR
LTR
TYPE OF INSURANCE
AML
SUBR
POUCY NUMBER
POLICY EFF
IMMIDDNYM
POLICY EKP
(MMMD(YM)
UNITS
A
GENERALUA131UTY
MMERCIAL GENERAL LIABILITY
CLAIMS-MADEFx—]OOCUR
1:701
-Cindy Davis
680-335M1703-14
11/3/14
11/3/15
EACH OCCURRENCE $ 1,000,000
_
DAMAGE TO RENTED C
PREMISES (Ea occu 0) $ 300,000
ME D EXP (A ny o ne person) $ 5,000
PERSONAL & ADV I NJURY $ 1,000,000
—
GENERAL AGGREGATE s 2,000,000
GEN'LAGGREGATE LIMIT APPLIES PE R
X1 P0LICYF_1 M Ll LOC
PRODUCTS - OOMP/OP AGG s 2,000,000
$
AUTOMOBILE LIABILITY
ANYAUTO
ALLOWNED SCHEDULED
AUTOS AUTOS
HIREDAUTOS NON -OWNED
AUTOS
INED SINGLE LIMIT
(CEOTocide.) $
BODILY INJURY (Per person) $
BODILY INJURY (Per accident) $
PROPERTY DAMAGE $
acciderd)
$
UMBRELLA UAB
EXCESS LIAB
F OCCUR
CLAIMS -MADE
EACH OCCURRENCE $
AGGREGATE $
DED RETENTION $
$
A
VYORKERS COMPENSATION
AND EMPLOYFRS' LIABILITY Y/N
ANY PROPRIE70RIPARTNER/EXECUTIVE
OFFICERIMEMBER EXCLUDED? 7N
(Mandalory In NH)
If yes describe under
DES�RIPTION OF OPERATIONS below
NIA
IE-UB-9914NOl-3-15
1/26/15
/26/16
X I Tw,,C,�rA,,TU, I
E.L. EACH ACCI DENT $ 100,000
LIEL. DISEASE - EA EMPLOYE $ 100,000
E.L. DISEASE - POLICY LIMIT s 500,000
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Aftach ACORD 101, Addrdonal ReFmrks Schedide, If more space Is reqd red)
CERTIFICATE HOLDER CANCELLATION
@ 1988-20 10 ACORD CORPORATION. All rights reserved.
ACOR D 25 (2010/05) The AC ORD na me and logo are registered marks of ACID RD
Phone: Fax: E -Mail: tdbuilding@aol.com
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
Town of North Andover
ACCORDANCE WITH THE POLICY PROVISIONS.
120 Main Street
AUTHORIZED REPRESENTATIVE
North Andover, MA 01845
-Cindy Davis
@ 1988-20 10 ACORD CORPORATION. All rights reserved.
ACOR D 25 (2010/05) The AC ORD na me and logo are registered marks of ACID RD
Phone: Fax: E -Mail: tdbuilding@aol.com