HomeMy WebLinkAboutBuilding Permit #971-15 - 64 COMPASS POINT ROAD 5/27/2015(0�4�t� 4aALA 4P BUILDING PERMIT
TOWN OF NORTH ANDOVER
APPLICATION FOR PLAN EXAMINATION
Permit No#: 911 —1 � - Date Received
Date Issued:P)
IMPORTANT: Applicant must complete all items on this page
LOCATION 0z0MVrxSS
PROPERTY OWNER & ' 0 Print
Cru --n U � -
Print 100 Year Structure yes
ZONING DISTR Historic District yes
MAP \ t)�a PARCEL: ICT: 12)(4
Machine Shop Village yes
t%ORTH
0
TYPE OF IMPROVEMENT
PROPOSED USE
Residential
Non- Residential
El New Building
El One family
El Addition
Pwo or more family
El Industrial
El Alteration
No. of units:
El Commercial
El Repair, replacement
0 Assessory Bldg
0 Others:
El Demolition
El Other
-IqQdp -W btonds
F jatn.
_MKI 'rshedlDistjriO��!,
Mat 'r,
DESCRIPTION OF VVUKK I U bt FtK1-UK1V1=LJ.
ncom ca\/a Con I (-)!?I !;Ie
V
,,1dent! F� rint Clearly
ificatio_n,.,- Prse Type or
e;J� y- !b \, vi r, T\ f Qf) Ph -7a)
OWNER: Name: one:
Address: (yl* —S�q I)f - (-)tm
CohtractorName: \M, . Phone: 15c>f,-'
Ema i 1: -A-)obv I k cki r)c4 *�c)L
Address: F0 &V O\S,66
Supervisor's Construction License:—C3 —Exp. Date: Q-4
Home Improvement License: k LQ> Exp. Date: an
ARCH ITECT/ENGI NEER LULck- —Phone:ADR2 33�7 Sok-�;)
t
Address: W L�R( QA AC Ps-, Reg. No. '33-7 1 O—L
FEE SCHEDULE. BULDINGPERMIT.'$12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F.
Total Project Cost: $ FEE:$
Check No.: I Receipt No.:_
NOTE: Persons contracting1with unregistered contractors do not have access to the gyarantyfund
'040
LocatioM C QYv0(k" A
lo5j-
-,K 1 ?-7 1 1
No. �] I Date
Check # -� S I �
0-5 Y
TOWN OF NORTH ANDOVER
Certificate of Occupancy $—[W-)—
Building/Frame Permit Fee $ 3 ZSO Z—
Foundation Permit Fee $ )I,
Other Permit Fee $
TOTAL $
Building Inspector
Plans Submitted 0 Plans Waived F1 Certified Plot Plan Stamped Plans F1
TYPE OF SEWERAGE DISPOSAL
Public Sewer 11
Tanning/Massage/Body Art El
Swimming Pools El
well El
Tobacco Sales El
Food Packaging/Sales 0
Private (septic tank, etc.
Pennanent Dumpster on Site El
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF - U FORM
PLANNING & DEVELOPMENT Reviewed On Signature,
COMMENTS
CONSERVATION Reviewed o
COMMENTS a q a - I q D�
IS
re
�"3 0,-" 1,,, C"� - L L)
HEALTH Reviewed on Signature
COMMENTS
Zor�ing Board of Appeals: Variance, Petition No: Zoning Decisionlreceipt submitted yes
Planning Board Decision: Comments
Conservation Decision:
Water & Sewer Connection/sk
DPW Town Engineer: Signature:
P P, � I I I I N iTy "T e—m— h 110)
"
' T
',Ri Wejftpzdia�
M—
eAl
AMMENTS-1
Comm
-7-7- 15
�ure e Drive
Located 384
JM
n_c
S-4
Street
Dimension
Number of Stories: 5 Total square feet of floor area, based on Exterior dimensions;� 11-5
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)
LI Noti fied for pickup Call Email
Date Time Contact Name
Doc.Building Pennit 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
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
Building Permit Application
Certified Surveyed Plot Plan
Workers Comp Affidavit
Photo Copy of H.I.C. And C.S.L. Licenses
Copy Of Contract
Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And
Hydraulic Calculations (if Applicable)
4� 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
CONSTRUCTION CONTRACTOR REPORT
MASSACHUSETTS BUILDINGCODE SECTION
Bldg.G - #805-15 REPORT NO: Eighteen
TO: Building Commissioner- Permit Nun-ber Bldg.H-#506-15
400 Osgood Street, N Andover, MA Bldg. I - #505-15
Bldg. J - #072-2016
PROJECT NAME OR NUMBER: Merrimack Condominiums
60, 62,,64�, & 66 Compass Point, Units GI, G2, G3, & G4
STREET ADDRESS: 52 & 50 Compass Point, Units H1 & H2
48 & 46 Compass Point, Umts 11 & 12
TOWN/CITY: Nortb Andover, MA
WORK:
GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION
CONSTRUCTION SUPERINTENDENT: Timothy Barlow L]CENSE# CS 059359
UP DATE PREVIOUS ISSUES:
DATES COVERED: April 178 2015 through July 23, 2015
CONDITIONS: Partial Sunny Spring Day - 64F
Buiding "D" is 70% complete.
COMMENTS: Installation of electric & plumbing rough -ins are in progress in Building "H" & 1111
WORKIN PROGRESS �Building "I" - framing is 90% complete.
Building "H" - framing is 90% complete.
Building "G" - framing is 60% complete.
In f4eneral low soffit in izaraRe should be limited to 2' width off walls .
SITE VISITS:
Inspected on July 23 for the excavation for "Y' & progressing work in D, G, H & 1.
RELATEDISSUES:
ACTION REQUIRED:
ADDITIONS TO FILED PI -ANS:
STATUS OF COMPLETION: % 48% of the all 15 buildings
REPORTING ARCHITECT: Kanayo Lala
IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE, SECTION 107.6.4 CONSTRUCTION CONTROL AND
APPROVED PLANS
ARCHITECT OF RECORD:- Kanayo Lala
-DATE: JULY 23, 2015
Enter construction cost for fee cal -
North Andover Fee Calculation
Construction Cost
$ 271,875.00
rn
$ -
$
3,262.50
Plumbing Fee
$
407.81
Gas Fee 100 comm.
$
100.00
Electrical Fee
$
407.81
Total fees collected
$
4,178.13
64 Compass Point
971-15 on 5/27/15
New Townhome
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CERTIFIED PLOT PLAN
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FOUNDATION.AS—BUILT.BUILDING."Gs
MERRIMAC CONDOMINIUMS
ROUTE 114,, NORTH ANDOVER, MASS.
PF43JECT ND NAND13 FSCALE& I"=4W
DRAVN BY, PCG DATE, 5/1/15
CHECKED BYsSC SHT, I
REVISED, I
CRESc eck Software Version 4.6.1
�J( Compliance Certificate
Project 150527—Trust—Merrimac_BldgG_UnitG3—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 HOD)
Permit Date:
32
Permit Number:
Construction Site:
Bldg G, Unit G3
North Andover, MA
Owner/Agent:
Designer/Contractor:
�i i E. -- ;- --- �)U�QEft MqJS8D-.a I
Compliance: 0.01/6 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 lst Floor: All -Wood J oi st/Truss: Over Unconditioned Space
Wall Ist Separation: Wood Frame, 16" D.C.
Wall 1st Ext 2x6: Wood Frame, 16" D.C.
Window Dh: Vinyl Frame:Double Pane with Low -E
Door Front Ground Fir entry: Glass
Door Back: Glass
Door Metal: Solid
Floor 2nd Over garage/entry: All -Wood J oist/Truss: Over Unconditioned Space
Floor 2nd Over entry: All -Wood J oist/Truss: Over Outside Air
Wall 2nd Floor 2x6: Wood Frame, 16" o.c.
Window DH: Vinyl Frame:Double Pane with Low -E
Window Fix: Vinyl Frame:Double Pane with Low -E
Window CSMT: Vinyl Frame.Double Pane with Low -E
Door Slider: Glass
Wall 2nd Fir Separation: Wood Frame, 16" o.c.
Ceiling Bay Win: Flat Ceiling or Scissor Truss
Wall 3rd Floor: Wood Frame, 16" D.C.
Window DH: Vinyl Frame:Double Pane with Low -E
Project Title: 150527—Trust—Merrimac—BldgG_UnitG3_ModelB
Data filenarne: S:\Ebbeling_Ed\150507—Trust — MerrimacCondos—BldgG_UnitsBB-
BB—NAndover\Rescheck\150527—Trust—Merrimac—BldgG_UnitG3—ModelB.rck
416
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0.0
0.033
14
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15.0
0.0
0.077
7
812
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0.0
0.057
40
32
0.290
9
20
0.260
5
34
0.290
10
18
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3
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0.0
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1
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21.0
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39
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0.290
29
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5
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3
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0.290
10
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0.077
21
6
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0.0
0.035
0
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21.0
0.0
0.057
36
86
0.290
25
Report date: 05/27/15
Pagel of 9
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.
Name - Title Signature Date
Project Notes:
Building U
Project Title: 150527 Trust — Merrimac — BldgG_UnitG3 — ModelB Report date: 05/27/15
Data filename: SAEbbeling Ed\150507—Trust MerrimacCondos BidgG_UnitsBB- Page 2 of 9
BB—NAndover\Rescheck\l��-0527—Trust—Merri—m'ac—BidgG_UnitG�_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
#
Pre-Inspection/Plan Review
Pla ns Verified
Value
Field Verified
Value
Complies?
Comments/Assumptions
& Req.113
103.1,
!,Construction drawings and
�E]Complies
103.2
:documentation demonstrate
ElDoes Not
[PRJJ1L
!energy code compliance for the
I
building envelope.
E]Not Observab le
E]Not Applicable
103.1,
Construction drawings and
ElComplies
103.2,
;documentation demonstrate
'ElDoes Not
403.7
:energy code compliance for
[PR311
lighting and mechanical systems.
:Systems
E]Not Observable
EINot Applicable
0
serving multiple
!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
ElDoes Not
[PR212
:on loads calculated per ACCA Cooling:
Cooling:
tNot Observable
10)
'Manual J or other methods Btu/hr
approved by the code official.
Btu/hr-
E]Not 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—UnitG3—Mode[B Report date: 05/27/15
Data filename: S:\Ebbeling_Ed\150507—Trust — MerrimacConclos BldgG_UnitsBB- Page 3 of 9
BB—NAndover\Rescheck\150527—Trust—Merrimac—BldgG_UnitG�_ModelB.rck
2012 IECCI Foundation Inspection Complies? Comments/Assumptions
303.2.1 1 A protective covering is installed to 'ElComplies
[FO11]2 protect exposed exterior insulation :E]Does Not
,and extends a minimum of 6 in. below :
grade. :E]Not Observable:
:E]Not Applicable
ElComplies
403.8 Snow- and ice -melting system controls,
[FO12]2 installed. 'EJDoes Not
E],Not Observable
;E]Not Applicable
Additional Comments/Assumptions:
111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) 1
Project Title: 150527 — Trust J Merrimac — BidgG_UnitG3_ModelB Report date: 05/27/15
Data filename: S:\Ebbeling Ed\150507—Trust MerrimacCondos_BldgG_UnitsBB- Page 4 of 9
BB—NAndover\Rescheck\l��-0527—Trust—Merri—mac—BidgG—UnitG3—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
ElDoes Not table for values.
[FR111
UNot Observable
'E]Not Applicable
402.1.1,
Glazing U -factor (area -weighted U-
U_
;,E]Complies See the Envelope Assemblies
4023.1,
i average).
:E]Does Not table for values.
402.3.3,
402.3.6,
:E]Not Observable
402.5
UNot Applicable
[FR211
303.1.3
U -factors of fenestration products
10complies
[FR411
:are determined in accordance
ElDoes Not
:with the NFRC test procedure or
:taken
EINot Observable
from the default table.
IDNot Applicable
402.4.1.1
:Air barrier and thermal barrier
'ElComplies
[FR2311
installed per manufacturer's
ElDoes Not
instructions.
EINot Observable
EINot Applicable
402-4.3
i 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
has infiltration NFRC
EINot Observable
or rates per
:400 that do not exceed code
EINot Applicable
�limits.
402.4.4
4 IC -rated recessed lighting fixtures
TIComplies
[FR16]2
sealed at housing/interior finish
ElDoes Not
JQJ
and labeled to indicate :52.0 cfm
EINot Observable
leakage at 75 Pa.
UNot Applicable
403.2.1
':Supply ducts in attics are R-
R-
;E]Complies
(FR12]1
insulated to 2tR-8. All other ducts R-
R-
:E]Does Not
:in unconditioned spaces or
:E]Not Observable
!outside the building envelope are:
!insulated to 2:11-6.
:E]Not Applicable
403.2.2
;,All joints and seams of air ducts,
'ElComplies
[FR13]1
:air handlers, and filter boxes are
E]Does Not
:sealed.
E]Not Observable
E]Not Applicable
403.2.3
Building cavities are not used as I
ElComplies
[FR1513
Aucts or plenums.
C]Does Not
EJNot Observable
EINot Applicable
403.3
!HVAC piping conveying fluids R-
R-
;Z]Complies
[FR1712
above 105 9F or chilled fluids
:E]Does Not
below 55 QF are insulated to aR-
:[]Not Observable
3.
UNot Applicable
403.3.1
:Protection of insulation on HVAC
E]Complies
[FR2411
piping.
EDoes Not
EJNot Observable
ONot Applicable
403.4.2
:Hot water pipes are insulated to R-
R-
ElComplies
[FR18]2
'�t!1-3.
;E]Does Not
7[:]Not Observable
:E]Not Applicable
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_UnitG3 — ModelB Report date: 05/27/15
Data filename: S:\Ebbeling Ed\150507—Trust MerrimacConclos BldgG_UnitsBB- Page 5 of 9
BB—NAndover\Rescheck\l�;-0527—Trust—Merri—mac—BidgGLUnitG�_ModelB.rck
# Framing / Rough -in Inspection Plans Verified Field Verified Complies? Comments/Assumptions
Req.ID Value Value
403.5 Automatic or gravity dampers are, ElComplies
[FR19]2 installed on all outdoor air E]Does Not
intakes and exhausts.
E]Not Observable
E]Not Applicable
Additional Comments/Assumptions:
11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low impact iTier �3)
Project Title: 150527 — Trust J Merrinnac_BldgG_UnitG3_Mode1B Report date: 05/27/15
Data filenanne: SAEbbeling - Ed\150507—Trust MerrimacConc1os_BldgG_UnitsBB- Page 6 of 9
BB—NAndover\Rescheck\l�0527—Trust—Merri—mac—BldgG_UnitG3—ModelB.rck
Section
#
Insulation Inspection
Plans Verified
Value
Field Verified
Value
Complies?
�omments/Assumptions
& Recl.ID
303.1
tAll installed insulation is labeled
ElComplies
[IN13]2
or the installed R -values
ElDoes Not
provided.
DNot Observable
EJNot Applicable
402.1.1,
:Floor insulation R -value.
R-
R-
ElComplies ;See the Envelope Assemblies
402.2.6
E] Wood
El Wood
ElDoes Not table for values.
[INJ]1
E] Steel
'E] Steel
bNot Ouse, vabec
'E]Not Applicable
303.2,
:Floor insulation installed per
ElComplies
402.2.7
:manufacturer's instructions, and
ElDoes Not
[IN211
;in substantial contact with the
EINot Observable
19
underside of the subfloor.
E]Not Applicable
402.1.1,
Vall insulation R -value. If this is a;,
R-
R-
LIComplies :See the Envelope Assemblies
402.2.5,
:rnass wall with at least 1/2 of the
.o Wood
E] Wood
UlDoes Not table for values,
402.2.6
[IN311
wall insulation on the wall
exterior, the exterior insulation
: [] mass
!
Fj Mass
'E]Not Observable
:requirement applies (FR10).
I F1 Steel
Steel
EINot Applicable
303.2
:Wall insulation is installed per
ElComplies
[IN411
!manufacturer's instructions.
:,E]Does Not
EINot Observable
�E]Not Applicable
Additional Comments/Assumptions:
11 J High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impa
Project Title: 150527 — Trust — Merrimac — BldgGLUnitG3 — ModelB Report date: 05/27/15
Data filename: S:\Ebbeling.Ed\150507—Trust—MerrimacCondos—BidgGLUnitsBB- Page 7 of 9
BB—NAndover\Rescheck\150527—Trust—Merrimac—BldgG_UnitG3—ModelB.rck
Section
#
Final Inspection Provisions
Plans Verified
Value
Field Verifil
Value
COMM ies?
Comments/Assumptions
& Req.ID
402.1.1.
:Ceiling insulation R -value. R-_
R-
*E]Complies See the Envelope Assemblies
402.2.1,
n Wood
z
E] Wood
E]Does Not table for values.
402.2.2,
402.2.6
EJ Steel
'E] Steel
;nNot Observable
[F1111
:E]Not Applicable
303.1.1.1,
teiling insulation installed per
_1:1Complies
303.2
manufacturer's instructions.
ElDoes Not
[F1211
�Blown insulation marked every
:300 ft2.
[]Not Observable
EINot Applicable
402.2.3
iVented attics with air permeable
ElComplies
(F12212
insulation include baffle adjacent I
ElDoes Not
to soffit and eave vents that
;extends over insulation. i
!nNot Observable
EINot Applicable
402.2.4
�Attic access hatch and door R-
R-
ElComplies
[F1311
:insulation >R -value of the
ElDoes Not
:adjacent assembly.
:E]Not Observable
UNot 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
:E]Does Not
<=3 ach in Climate Zones 3-8.
1
:E]Not
Observable
;E]Not Applicable
403.2.2
:Duct tightness test result of <=4 cfM/100
cfM/100
;E]Complies
[F1411
:cfm/100 fl:2 across the system or ft2
ft2
PDoes Not
: <=3 cfm/100 ft2 without air
:handier @ 25 Pa. For rough -in
�E]Not Observable
Aests, verification may need to
PNot Applicable
occur during Framing Inspection.
403.2.2.1
Air handier leakage designated
bComplies
[F124]1
;by manufacturer at <=2% of
ElDoes Not
design air flow.
�E]Not Observable
EINot Applicable
403.1.1
Programmable thermostats
!OComplies
[Flg]2
installed on forced air furnaces.
:nDoes Not
!E]Not Observable
'ONot Applicable
403.1.2
Heat pump thermostat installed
ElComplies
[F11012
on heat pumps.
E]Does Not
E]Not Observable
EINot Applicable
403.4.1
Circulating service hot water
ElComplies
[F11112
systems have automatic or
ElDoes Not
accessible manual controls.
:E]Not Observable
E]Not Applicable
403.5.1
All mechanical ventilation system
tkomplies
[F125 ]2
fans not part of tested and listed
E]Does Not
HVAC equipment meet efficacy
E]Not Observable
and air flow limits.
E]Not 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
:E]Not Observable
lighting.
IONot Applicable
111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impa
Project Title: 150527 — Trust — Merrimac_BldgG_UnitG3_Modell3 Report date: 05/27/15
Data filename: S:\Ebbeling - Ed\150507—Trust MerrimacCondos BldgG_UnitsBB- Page 8 of 9
BB—NAndover\Rescheck\l��0527—Trust—Merri—mac—BldgGLUnitG�_ModelB.rck
Section
#
Final Inspection Provisions
Plans Verified
Value T
Field Verified
Value
7
Complies.
Comments/Assumptions
& Req.ID
404.1.1
ruel gas lighting systems have
ElComplies
[F123]3
no continuous pilot light.
DDoes Not
E]Not Observable
:E]Not Applicable
401.3
Compliance certificate posted.
ElComplies
[F17]2
ElDoes Not
-01
E)Not Observable
EINot Applicable
303.3
Wanufacturer manuals for
E]Complies
(FI18]3
:mechanical and water heating
ElDoes Not
systems have been provided.
EINot Observable
E]Not Applicable
Additional Comments/Assumptions:
I I I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 3 1 Low I m p a c:t:(:T:ie =r3=)
Project Title: 150527—Trust—Merrimac_�BidgG—UnitG3—ModelB Report date: 05/27/15
Data filenanne: S:\Ebbeling_Ed\150507 — Trust — MerrinnacCondos—BldgG_UnitsBB- Page 9 of 9
BB—NAndover\Rescheck\150527—Trust—Merrimac—BldgG—UnitG3—ModelB.rck
r2012 MCC Energy
41 Effidency Certfflcate
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
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 TI
Supporting Floor, Wall, Attic & Point Load From T6
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= I
Crn=1
WIND SPEED 100 MPH
29.10 PSF
POINT LOAD 3510 LBS
3.25 FT
Ra= 2925 LBS
7341 LB =TOTAL REACTION
TRIBUTARY WIDTH 14.33 LF
E= 2000000 PSI
JOIST/GIRDER SPAN 19.5 LF
Fb= 2900 PSI
WIDTH- IN 10.60 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 =Sprovided OK
S= 187.42 IN A 3 1465.24 = I
Deflection 0.836 IN = U 240 For Total Load Required 1-1240
Deflection2 OA39 IN = U 421 For Live Load Required U360
Fcp 1= 652 PSI OK 1.50 In Bearing Length
Fv'= 123 PSI OK
USE BETTER HEADER#65 (FLITCH BEAM) 2-LVLs 11718' WITH 1/2 -STEEL PLATE
BOLTED NTH 5/8-D[A@12-O.C. IN TWO ROWS. of
Kwlm"Ayo
H.
337
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 Crn=1
WIND SPEED
100 MPH
29.10 PSF
POINT LOAD
LBS
FT
Ra=
0 LBS
6211 LB =TOTAL REACTION
TRIBUTARY WIDTH
14.33 LF
E= 2000000 PSI
JOIST/GIRDER SPAN
16.5 LF
Fb= 2900 PSI
WIDTH- IN 7.00 PSULVL 11.876
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 U240
Deflection2
0.000 IN =U
540
For Live Load Required U360
Fcpl=
592 PSI
OK 1.50
In Bearing Length
Fv'=
112 PSI
OK
K"YO
M. 33710-C
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 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 CM=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
JOIST/GIRDER 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 = L/
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 HEADEFW84 (FLITCH BEAM) 3-LVLs 117/8- WITH 2-3/8- STEEL PLATE
BOLTED WITH 6/8' DIA @ 12-O.C. IN TWO ROWS.
,t OF
0 10- "t Q\
USE 2-LVLs 117/8" FOR BEAM T4.
Kanayo Lala, RE . ............. 03/03/2014
PROJECT: Merrimack Condominiums
G -TYPE IBB -Compass Point, N Andover, MA
DESIGN FOR - GIRDERS/JOISTS /RAFTERS Third Floor Beam T3 -STEEL
Supportinq 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= I Cs=
LIVE LOAD
30.00 PSF
540.00 PLF
qs= 29.10 Cd= I
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 VVIDTH
18.00 LF
E= 29000000 PSI
JOIST/GIRDER SPAN
17 LF
Fb= 24000 PSI
WIDTH- IN 6.50 36KSI W12X30
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 INA3
210.00 =I
Deflection
0.278 IN = U
392
For Total Load Required U240
Defiection2
0.242 IN = U
654
For Live Load Required U360
Fcp'=
359 PSI
OK
9.00 In Bearing Length
FV=
10,200 PSI
OK
W I 2X30, DEPTH= 12.34" AND FLANGE WIDTH=6.5".
USE 2-LVLs 117/8" FOR BEAM T4. (73tr-ov-,
Kanayo Lala, RE . ............. 03/03/2014
PROJECT: Merrimack Condominiums
G -TYPE BB -Compass Point, N Andover, MA
DESIGN FOR - GIRDERSMOISTS /RAFTERS Third Floor Beam T5
Supportinq 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
I= 1 CM=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
JOIST/GIRDER SPAN
13 LF
Fb= 2900 PSI
WIDTH- IN 3.50 PSULVL 11.876
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 =U
439
For Total Load Required U240
Deflection2
0.000 IN =U
790
For Live Load Required U360
Fcp'=
669 PSI
OK
1.50 In Bearing Length
Fv'=
127 PSI
OK
ALSO USE 3-LVLs 117/8" FOR BEAM T6.
/�j
KANAYO
LALA
No. 337MC
Massachusetts - Department of Public Safety
Board of Building Regulations and Standards
Construction Supervisor
License: CS -0593,59
TIMOTHY M BAIO-Oy�;
P.O. BOX# 12
South Grafton MA 0156
Expiration
Commissioner 0112412016
Office of Consumer Affairs & Business Regulation
ME IMPROVEMENT CONTRACTOR
gistration: - 1'�'3758 Type:
xpiration: -.7/29�..kl§ - DBA
I
BARLOW BIJILDING..'��
TIM BARLOW
13 DEPOT ST
S. GRAFTON, MA 01-545 Undersecretary
AeCORH CERTIFICATE OF LIABILITY INSURANCE (MMIDDIYYYY)
16.� 7 2/10/15
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 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), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CER!"IFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ios) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement A statement 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, M& 01540
CONTACT
-NAME:
PHONE
Jitc.Nandi- (508) 987-7122 In No): (508) 987-7152
E4
-ADMSS: cindy@coonaninsurance. com-
INSURERS) AFFORDING COVERAGE NAIC #
INSURER A: Travelers
11/3/14
INSURED
INSURER B:
TJK, Inc.
INSURER C:
PO Box 12
South Grafton, MA 01560
INSUREIRD:
1 NSURER E:
INSURERF:
[PRODUCTS - oomp/op AGG $ 2,000,000
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICES 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 OFSUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR
LTR.
TYPE OF INSURANCE
ADDL
SUBR
POLICY NUMBER
POLICY
(MMIDDM�
POLICY EXP
(MMIDO-rfl(Y)
LIMITS
A
GENERALUA131UTY
C MMERCIAL GENERAL LIABILITY
0'
CLAIMS -MADE [i] OCCUR
Cindy Davis
680-335141703-14
11/3/14
11/3/15
EACH OCCURRENCE $ 1,000.000
DAMAGE TO RENTED
PREMISES (Ea occurreng'.-J $ 300,000
MED OP (Any ons person) $ 5,000
PERSONAL& ADVI NJURY $ 11000,000
GENERAL AGGREGATE $ 2,000,000
GEN'LAGGREGATE LIMIT APPLIES PER
X1 POLICYF-] PRO -
JE CT F-] LOC
[PRODUCTS - oomp/op AGG $ 2,000,000
$
AUTOMOBILE LIABILITY
ANYAUTO
ALLOWNED SCHEDULED
AUTOS AUTOS
NON -OWNED
HIREDAUTOS AUTOS
COMBINED SINGLE LIM IT
(Eaa dart) $
BODILY INJURY (Per person) $
BODILY INJURY (Per accident) $
PR OPEFUJDAMAGE
are $
$
UMBRELLA LIAB
EXCESS LIAB
[, OCCUR
CLAIMS -MADE
EACH OCCURRENCE $
AGGREGATE $
RErENTION$
$
A
WORKERS COMPENSATION
AND EMPLOYERSLIABILRY Y/N
ANY PROPRIETORIPARTNERIEXECUTIVE
OFFICE RrMEMBER EXCLUDED? 7N
(Mandabry In NH)
If yes describe under
DESNIPTION OF OPERATIONS below
N/A
IE-UB-9914NOl-3-15
1/26/15
1/26/16
X H-
I TTR
EL. EACH ACa DE NT $ 100,000
EL. DISEASE - EA EMPLOYEE $ 100,000
E -L. DISEASE - POLICY LIMIT $ 500,000
DESCRIPTION OF OPERATIONS I LOCRTIONS IVEHICLES (Aftach ACORD 101, Addifionat Reffeft Schedulle, if nwre space Is reqLi red)
CERTIFICATE HOLDER rANrF:I I ATInN
(9 1938-2010 ACORD CORPORATION. All rights reserved.
ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD
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
(9 1938-2010 ACORD CORPORATION. All rights reserved.
ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD
Phone: Fax: E -Mail: tdbuilding@aol.com