HomeMy WebLinkAboutBuilding Permit #972-15 - 66 COMPASS POINT ROAD 5/27/2015BUILDING PERMIT
TOWN OF NORTH ANDOVER
APPLICATION FOR PLAN EXAMINATION
Permit No#: Date Received
Date Issued: IL, 111-7
IMPORTANT: Applicant must complete all items on this page
LOCATION n.00,S& Q
010� 61a
0
PROPERTYOWNER "�,-(J-Lprint
Print 100 Year Structure yes nA
MAP PARCEL: -D-63 ZONING DISTRICT: Historic District yes V-
rx,
Machine Shop Village yes
TYPE OF IMPROVEMENT
PROPOSEDUSE
Residential
Non- Residential
El New Building
El One family
El Addition
XTwo or more f mily
El Industrial
El Alteration
No. of units: q
0 Commercial
El Repair, replacement
El Assessory Bldg
El Others:
[I Demolition
El Other
0, Flooclp,(4in
WiR eddb istriic-t
M W -ate
0 WAte US,ewia r
DESCRIPTION OF WORK TO BE PEKI-UMLL):
Ya &4) 0znCk)f�"6\0n0 Co'c CAO�2�L
or Frinttuieariv
OWNER: Name:
Address: 5k (nA--�W T�f 'A�LZ"V12Uf(A M,,- Q\�Ok
Contractor Name: Phone:
Address: Vb lyok \;;)' �>-bfU*-JynT\ \vlc,-
Supervisor's Construction License:- LS _Exp. Date: t�2
(-\ sfo
11 Home Improvement License: \ LkS -750c> Exp. Date: -1 �� ( �Q -
ARCH ITECT/ENGI NEER U,�Lr, Phone: 00bo 331 -sas;
Address: ver 'I'LC At Reg. No. 33-7 C)—
FEE SCHEDULE. BULDING PERMIT. $12.00 PER $1000.00 OF THE TOTAL ESTIMATED cosrBAsED ON $125.00 PER S.F.
a -I I & -13 to 4 (+_1 z -
Total Project Cost: $ I FEE: $
Check No.: Receipt No.:
NOTE: Persons contractinglAth unregistered contractors do not have access to the gVarantyfund
Location (.0 �p 0
No. (I -I zz— ( — Dateq V1 It
Check #
TOWN OF NORTH ANDOVER
Certificate of Occupancy s— LO�--
Building/Frame Permit Fee
Foundation Permit Fee
Other Permit Fee
TOTAL
Building Inspector
Plans Submitted D Plans Waived Certified Plot Plan Stamped Plans
TYPE OF SEWERAGE DISPOSAL
Public Sewer
Tanuffig/Massage/Body Art 0
Swilling Poll, 11
well
Tobacco Sales 0
Food Packaging/Sales 0
Private (septic tank etc.
Pennanent Dumpster on Site D
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF - U FORM
PLANNING & DEVELOPMENT Reviewed On
COMMENTS
Signature.
CONSERVATION Reviewed on. Si-qnatur6—",
U
COMMENTS
HEALTH Reviewed on Signature
COMMENTS
Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes
Planning Board Decision: Comments
411,
Conservation Decision: Com
Water & Sewer Connection/silqnature & DatfiK
]DPW Town Engineer: Signature:
-1. - : i i,: =: � i! �
- RE 11: � P
R111.10! i -j -Zi-rfe- 51 ns nt.qi
5'—z"-2r1ve1
Located 384
c' " i"� -L—atz
?F-,i��F!�-
�,e
_,:ep_
'o'
i� M N
AV
od Street
Dimension
Number of Stories: 3 Total square feet of floor area, based on Exterior dimensions.OR 11
Total land area, sq. ft.:
ELECTRICAL: Movement of Meter location, mast or service drop requires approval of
Electrical Inspector Yes No
DANGER ZONE LITERATURE: Yes
MGL Chapter 166 Section 21A —F and G min.$100-$1000 fine
NO I t5 and DA I A — (For
LI Notified for pickup Cal
artment use
mai
Date Time Contact Name
Doc.Building Pennit Revised 2014
mil
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
,6 Copy of Contract
4= Floor Plan Or Proposed Interior Work
4� Engineering Affidavits for Engineered products
OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
Addition Or Decks
4� Building Permit Application
4� Certified Surveyed Plot Plan
,4. 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
TE: 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
REPORT NO: Eighteen
Bldg.G - #805-15
TO: Building Commissioner- Permit Number Bldg.H - #506-15
400 Osgood Street, N Andover, MA Bldg. I - #505-15
Bldg. J - #072-2016
Merrimack Condominiums
PROJECT NAME OR NUNIBER: -
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: Nortb Andover, MA
WORK:
GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION
CONSTRUCTION SUPERINTENDENT: Timothy Barlow
UP DATE PREVIOUS ISSUES:
DATES COVERED:
CONDITIONS:
178 2015 through July 23, 201 �
Partial Sunny Spring Day - 64F
LICENSE# CS 059359
Buiding "D" is 70% complete.
COMMENTS: Installation of electric & plumbing rough -ins are in progress in Building "H" & ?fill
WORK IN PROGRESS Puilding "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.
S171E VISITS: Inspected on July 23 for the excavation for "J" & progressing work in D, G, H & 1.
RELATEDISSUES:
ACTION REQUIRED:
ADDITIONS TO FILED PLANS:
STATUS OF COWLETION: % 48% of the all 15 buildings
REPORTING ARCHITECT: Kanayo Lala
IN CONPLIANCE WITF1 MASSACHUSETTS STATE BUILDING CODE, SECTION 107.6.4 CONSTRUCTION CONTROL AND
APPROVED PLANS Kanayo Lala
ARCHITECT OF RECORD: — ��,& _DAIE: 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
66 Compass Point
972-15 on 5/27/15
New Townhome
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RESc eck Software Version 4.6.1
Compliance Certificate
Project 15 052 7—Trust—M erri mac_BldgG_U n itG4—Model B
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:
Bldg G, Unit G4
North Andover, MA
Owner/Agent;
Designer/Contractor:
9�lffim qmio 91� wllaEl� - - I
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 an code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home.
Envelope Assemblies
Floor Ist Floor: All -Wood joist/Truss: Over Unconditioned Space
416
30.0
0.0
0.033
14
Wall lst Separation: Wood Frame, 16" o.c.
96
15.0
0.0
0.077
7
Wall Ist 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 joist/Truss: Over Unconditioned Space
481
30.0
0.0
0.033
16
Floor 2nd Over entry: All -Wood Joistfrruss: 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_L1nitG4_ModelB
Report date: 05/27/15
Data filename: S:\Ebbeling Ed\150507 Trust—MerrimacCondos—BidgG_UnitsBB-
Pagel
of 9
BB—NAndover\Rescheck\150527—Trust—Merrimac—BidgG_UnitG4—ModelB.rck
i
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.
e -
Project Notes:
Building G
nature
Date
Project Title: 150527 — Trust — Merrinnac_BldgG—UnitG4—ModelB Report date: 05/27/15
Data filenanne: S:\Ebbeling Ed\150507—Trust MerrimacCondos—BldgG_UnitsBB- Page 2 of 9
BB—NAndover\Rescheck\l��-0527—Trust—Merri—mac—BidgG_UnitG4—ModelB.rck
REScheck 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
Plans Verified
Value
Field Verified
T Value
Complies?
yom:m ents/Assumptions
& Req.113
103.1,
;Construction drawings and
ElComplies
103.2
'documentation demonstrate
E]Does Not
[PR1111
energy code compliance for the
E]Not Observable
a
building envelope.
E]Not Applicable
103.1,
Construction drawings and
ElComplies
103.2,
documentation demonstrate
E]Does Not
403.7
energy code compliance for
:,E]Not Observable
[PR311
lighting and mechanical systems.
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—
'E]Does Not
[PR2 ]2
on loads calculated per ACCA
Cooling:
Cooling:
E]Not Observable
14
Manual J or other methods
approved by the code official.
Btu/hr
Btu/hr
EINot Applicable
Additional Comments/Assumptions:
I I High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3)
Project Title: 150527–Trust–Merrimac_BldgG–UnitG4–ModelB Report date: 05/27/15
Data filename: S:\Ebbeling_Ed\150507–Trust – MerrimacCondos–BldgG_UnitsBB- Page 3 of 9
BB–NAndover\Rescheck\150527–Trust–Merrimac_BldgG_UnitG4–ModelB.rck
2012 IECCI
Foundation Inspection
Complies?
Comments/Assumptions
303.2.1
A protective covering is installed to
OComplies
[FO11]?
protect exposed exterior insulation
ElDoes Not
10
and extends a minimum of 6 in. below
ONot Observable
grade.
E]Not Applicable
403.8
Snow- and ice -melting system controls'E]Com
plies
[FO12]2
installed.
ElDoes Not
[:]Not Observable
E]Not Applicable
Additional Comments/Assumptions:
111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Ti
Project Title: 150527 - Trust J Merrimac_BldgG-UnitG4-ModelB Report date: 05/27/15
Data filenarne: SAEbbeling - Ed\150507-Trust - MerrirnacCondos_BldgG_UnitsBB- Page 4 of 9
BB-NAndover\Rescheck\l�'0527-Trust-Merrimac-BldgG_UnitG4-ModelB.rck
S ection
#
Framing / Rough- 1, 1,specti7,,
Plans Verified
Value
Field Verified
Value
Complies?
Comments/Assumptions
& Req.111)
402.1.1,
Door U -factor.
U_
U_ ElComplies See the Envelope Assemblies
402.3.4
ElDoes Not table for values.
[FRI]'
E]Not Observable
0
�E]Not Applicable
402.1.1,
Glazing U -factor (area -weighted
U-
U_ tlComplies See the Envelope Assemblies
402.3.1,
average).
ElDoes Not table for values.
402.3.3,
402.3.6.
E]Not Observable
402.5
EINot Applicable
[FR211
303.1.3
U -factors of fenestration products
�OComplies
[FR411
are determined in accordance
ElDoes Not
with the NFRC test procedure or
IE]Not Observable
taken from the default table.
EINot Applicable
402.4.1.1
Air barrier and thermal barrier
OComplies
FR2311
installed per manufacturer's
ElDoes Not
instructions.
EINot Observable
ONot Applicable
402.4.3
Fenestration that is not site built
DComplies
[FR2011
is listed and labeled as meeting
ElDoes Not
AAMA /WDMA/CSA 101/i.S.2/A440
ONot Observable
1 ,or has infiltration rates per NFRC
EINot Applicable
400 that do not exceed code
limits.
402.4.4
IC -rated. recessed lighting fixtures,
ElComplies
[FR16]2
sealed at housing/interior finish
ElDoes Not
9
and labeled to indicate :52.0 cfm
EJNot Observable
leakage at 75 Pa.
EJNot Applicable
403.2.1
Supply ducts in attics are
R-
R- ElComplies
[FR12]1
insulated to �:R-8. All other ducts
R-
R- '!ODoes Not
in unconditioned spaces or
EINot Observable
outside the building envelope are
Applicable
insulated to 2:11-6.
:ONot
403.2.2
�All joints and seams of air ducts,
Complies
[FR13]1
'air handlers, and filter boxes are
ODoes Not
sealed.
ONot Observable
EINot Applicable
403.2.3
Building cavities are not used as
ElComplies
[FR15]3
ducts or plenums.
ElDoes Not
14
0Not Observable
TINot Applicable
403.3
HVAC piping conveying fluids
R-
R- ElComplies
[FR17]2
above 105 9F or chilled fluids
'ODoes Not
10)
below 55 OF are insulated to �tlk-
EINot Observable
3.
ONot Applicable
403.3.1
Protection of insulation on HVAC
OComplies
[FR2411
piping.
ElDoes Not
EINot Observable
ONot Applicable
403.4.2
Hot water pipes are insulated to
R-
R- FIcomplies
[FR18]2
aR-3.
'ODoes Not
-E]Not Observable
EINot Applicable
11 High Impact (Tier 1) 2 1 Medium lmpact.(Tier 2) 3 1 Low lmpa7c7tJTTier3)
Project Title: 150527 — Trust — Merrimac — BldgG_UnitG4 — ModelB Report date: 05/27/15
Data filename: S:\Ebbeling - Ed\150507—Trust — MerrimacCondos_BldgG_UnitsBB- Page 5 of 9
BB—NAndover\Rescheck\l��0527—Trust—Merrimac—BldgG�_UnitG4—ModelB.rck
Section Plans Verified Field Verified �
# Framing / Rough -in Inspection Value Value Complies? Comments/Assumptions
& Req.111)
403.5 Automatic or gravity dampers are ElComplies
[FR 19]2 installed on all outdoor air E]Does Not
intakes and exhausts.
E]Not Observable
E]Not Applicable
Additional Comments/Assumptions:
I I I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impa
Project Title: 150527 - Trust-Merrimac.BidgG-UnitG4-ModelB Report date: 05/27/15
Data filename: 5:\Ebbeling_Ed\150507-Trust - MerrimacCondos-BidgG-UnitsBB- Page 6 of 9
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Section
#
Insulation Inspection
Plans Verified
Value
Field Veri
T;���
fled
Value
Complies?
Comments/Assumptions
& Req.ID
303.1
All installed insulation is labeled
ElComplies
[IN13 ]2
or the installed R -values
E]Does Not
10)
provided.
EJNot Observable
E]Not Applicable
402.1.1,
Floor insulation R -value.
R-
R-
[]Complies
See the Envelope Assemblies
402.2.6
Wood
F] Wood
E]Does Not
table for values.
[IN1]1
E] Steel
E] Steel
[]Not Observable
EINot Applicable
303.2,
Floor insulation installed per
ElComplies
402.2.7
;manufacturer's instructions, and
ElDoes Not
[IN211
in substantial contact with the
EINot Observaule
under -side of the subfloor.
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/z of the
Wood
F1 Wood
DDoes Not
table for values.
402.2.6
[IN311
wall insulation on the wall
�exterior, the exterior insulation
E] Mass
E] Mass
:E]Not Observable
requirement applies (FR10).
E] Steel
Steel
EJNot Applicable
303.2
Wall insulation is installed per
ElComplies
[IN411
manufacturer's instructions.
E]Does Not
[JNot Observable
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 - Merrirnac_BIdgG-UnitG4-ModeIB Report date: 05/27/15
Data filename: S:\Ebbeling_Ed\150507-Trust - MerrirnacCondos-B1dgG-UnitsBB- Page 7 of 9
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Section
#
I
Final Inspection Provisions ;
Plans Verified
Value
Field led
V=f
Value
Complies?
Comments/Assumptions
& Req.1D
402.1.1,
Ceiling insulation R -value.
R- R-
ElComplies See the Envelope Assemblies
402.2.1,
[J Wood F] Wood
DDoes Not table for values.
402.2.2,
402.2.6
E] Steel Steel
F]Not Observable
[Fl1]1
E]Not Applicable
0
303.1.1.1,
Ceiling insulation installed per
ElComplies
303.2
manufacturer's instructions.
E]Does Not
[F12]11
Blown insulation marked every
EJNot Observable
300 ft2.
E]Not Applicable
402.2.3
Vented attics with air permeable
ElComplies
[F122]2
insulation include baffle adjacent
ODoes Not
to soffit and eave vents that
EINot Observable
extends over insulation.
[]Not Applicable
402.2.4
�Attic access hatch and door
R- R-
ElComplies
[F1311
insulation a:R-value of the
ElDoes 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
E]Does Not
19
<=3 ach in Climate Zones 3-8.
E]Not Observable
E]Not Applicable
403.2.2
Duct tightness test result of <=4
cftn/100 cfm/100
ElComplies
[F1411
cfm/100 fl:2 across the system or
ft2 ft2
E]Does Not
< =3 cfm/100 ft2 without air
E]Not Observable
handier @ 25 Pa. For rough -in
'tests,
EINot Applicable
verification may need to
!occur during Framing Inspection.
403.2.2.1
Air handler leakage designated
Elcomplies
[F124]1
by manufacturer at <=2% of
E]Does Not
design air flow.
EINot Observable
EINot Applicable
403.1.1
Programmable thermostats
ElComplies
[F19]2
installed on forced air furnaces.
E]Does Not
14
[:]Not Observable
E]Not Applicable
403.1.2
Heat pump thermostat installed
ElComplies
[FlJ0]2
on heat pumps.
E]Does Not
10)
E]Not Observable
E]Not Applicable
403.4.1
'Circulating service hot water
ElComplies
[F11 1]2
systems have automatic or
E]Does Not
14
accessible manual controls.
EJNot Observable
E]Not Applicable
403.5.1
All mechanical ventilation system
ElComplies
[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
'FIComplies
[F1611
fixtures or 75% of permanent
[]Does Not
fixtures have high efficacy lamps.
E]Not Observable
Does not apply to low -voltage
EJNot Applicable
lighting.
111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 3 1 Low lmpac7t7(7T7i e�r �3)
Project Title: 150527 — Trust — Merrimac_BldgG—UnitG4—ModelB Report date: 05/27/15
Data filename: S:\Ebbeling - Ed\150507—Trust — MerrimacConc1os_BldgG_Un1tsl3B- Page 8 of 9
BB—NAndover\Rescheck\l��0527—Trust—Merrimac—BidgG�_UnitG4—ModelB.rck
Section
#
Final Inspec
� tion Provisions
Plans Verified
Value
Field Verified
Value
ComplieS7
Comments/Assumptions
& Req.113
404.1.1
Fuel gas lighting systems have
ElComplies
[F[23]3
no continuous pilot light.
E]Does Not
[-]Not Observable
EINot Applicable
401.3
Compliance certificate posted.
ElComplies
[F1712
E]Does Not
EINot Observable
EINot Applicable
303.3
Manufacturer manuals for
ElComplies
[F[18]3
mechanical and water heating
E]Does Not
!systems have been provided.
E]Not Observable
EINot 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 — Merrimac — BIdgG — UnitG4 — ModelB Report date: 05/27/15
Data filename: S;\Ebbeling Ed\150507—Trust MerrimacCondos—BidgG—UnitsBB- Page 9 of 9
BB—NAndover\Rescheck\l�-0527—Trust—Merri—mac—BidgG_UnitG4—ModelB.rck
i
2012 �ECC Energy
Effidency CerVflcate
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
Comments
c3l a
c33o
c34
c35
m
/co..... . ....
0
0
CERTIFIED PLOT PLAN
=MBWY U= me ommmm "" am M= mi Im M"Mvm
WWM RAW nR TM K&W TW MOMTM #3 SHMM 0= SW
VWLA'm my amm PSMZM*m mmoomm tnwcnm to Few" IV Lim
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10W - 03
FOUNDATION.AS-BUILT.BUILDING."G*
MERRIMAC CONDOMINIUMS
ROUTE 114.. NORTH ANDOVER, MASS.
PR[UECT NO NAND13 SCAM 1'=4(r
DRAVN BYs PCG DATE, 5/1/15
CHECKED BYvSC SHT& I
REVISED Wo I
2
Massachusetts - Department of Public Safety
Board of Building Regulations and Standards
Construction Supervisor
License: CS -05M9
T11MO1HY M BAOLOYY.,
P.O. BOX # 12
South Grafton MA 01S6
0 T
ww"N Expiration
Commissioner 01124/2016
S—\ Office of Consumer Affairs & Business Regulation
ME IMPROVEMENT CONTRACTOR
-43758
gistration: Type:
xpiration: , 7/2k616, DBA
U � -- *
BARLOW BUILDING9',1SF�------.
TIM BARLOW
13 DEPOT ST
S. GRAFTON, MA 0156 Undersecretary
VP
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, Affic & 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= I
TOTALLOAD
753 PLF
I= 1 Crn=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 PSL/LVL 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 1-1240
Deflection2
0.139 IN = U
421
For Live Load Required 1-1360
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@12"O.C. IN TWO ROWS. or
KWYO
H.
LALA
No. 3371"
ST
Kanayo Lala, P.E . ............. 03/03/2014
PROJECT: Merrimack Condominiums
G -TYPE BB -Compass Point, N Andover, MA
14
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= I CM=1
WIND SPEED
100 MPH
29.10 PSF
POINT LOAD
LBS
FT
Ra=
0 LBS
6211 LB =TOTAL REACTION
TRIBLITARYWIDTH
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
1164.52 =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 = L/
540
For Live Load Required U360
Fcp'=
592 PSI
OK
1.50 In Bearing Length
Fv'=
112 PSI
OK
KANAY0
LALA
NO. .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
Supportinq Floor & Point Load From TI& T2
LOADS: DEAD LOAD
20.00 PSF
360.00 PLIF
Ce= 1 CF= 1.00
SNOW LOAD
PSF
0.00 PLF
Cq= I Cs=
LIVE LOAD
30.00 PSF
540.00 PLIF
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
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 = L/
419
For Live Load Required L/360
Fcp'=
499 PSI
OK
3.00 In Bearing Length
Fv'=
189 PSI
OK
r"A"
"� OF
USE BETTER HEADER#84 (FLITCH BEAM) 3-LVLs 11 7/8" WITH 2-3/8" STEEL PLATE OF
w
Ct
t
BOLTED WITH 5/8" DIA @ 12-O.C. IN TWO ROWS. AW; -1
USE 2-LVLs 11 7/8" FOR BEAM T4.
1��
It
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
Suw)ortina 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= 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 = U
392
For Total Load Required L/240
Deflection2
0.242 IN = U
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.
( r..t=
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
Sutmortina 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 Cm=1
WIND SPEED
100 MPH
29.10 PSF
POINT LOAD
LBS
FT
Ra=
0 LBS
3510 LB =TOTAL REACTION
TRIBLITARYWIDTH
10.00 LF
E= 2000000 PSI
JOIST/GIRDER SPAN
13 LF
Fb= 2900 PSI
WIDTH- IN 3.50 PSL/LVL
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 U240
Deflection2
0.000 IN
= L/ 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.
KANAYO
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 - GIRDERSMOISTS /RAFTERS
LOADS: DEAD LOAD
24.00 PSF
SNOW LOAD
PSF
LIVE LOAD
40.00 PSF
TOTALLOAD
WIND SPEED
100 MPH
POINT LOAD
LBS
Ra=
0 LBS
TRIBLITARYWIDTH
10.00 LF
JOIST/GIRDER SPAN
13 LF
WIDTH- IN 3.50 PSL/LVL 11.875
ROOF PITCH - N:12 =
N
2nd Floor Beam S1
Supporting Floor & Wall
240.00 PLF Ce= 1
0.00 PLF Cq= 1
400.00 PLF qs= 29.10
640 PLF I= 1
29.10 PSF
FT
4160 LB =TOTAL REACTION
E= 2000000 PSI
Fb= 2900 PSI
IN = d Fv= 285 PSI
Fc= 2700 PSI
Fcp= 750 PSI
CF= 1.00
Cs=
Cd= 1
Cm= 1
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 U360
Fcp'= 396 PSI OK 3.00 In Bearing Length
Fv'= 150 PSI OK
OF
VANA
NO. 3-
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 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
I= 1 Crn=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 1-1240
Deflection2
0.493 IN = U
437
For Live Load Required U360
Fcp'=
398 PSI
OK
3.00 In Bearing Length
Fv'=
151 PSI
OK
LALA
No. 33710-C
Kanayo Lala, RE . ............. 03/03/2014
PROJECT: Merrimack Condominimums
G -TYPE -BB -Compass Ponit, N Andover, MA
DESIGN FOR - GIRDERS/JOISTS /RAFTERS Garage Door Header S3
Supporting Two Floors, Roof, Wall & Point Load From TI
LOADS: DEAD LOAD
73.72 PSF
718.75 PLIF
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
I= 1 Cm=1
WIND SPEED
90 MPH
29.10 PSF
POINT LOAD
4900 LBS
6 FT
Ra=
3118 LBS
14657 LB =TOTAL
REACTION
TRIBUTARY WIDTH
9.75 LF
E= 2000000 PSI
JOIST/GIRDER SPAN
16.5 LF
Fb= 2900 PSI
WIDTH- IN 5.25 PSL/LVL
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 INA3
2228.94 = I
Deflection
0.665 IN = L/
240
For Total Load Required U240
Deflection2
0.160 IN = U
403
For Live Load Required U360
Fcp'=
677 PSI
OK 5.00
In Bearing Length
Fv'=
245 PSI
OK
USE 2-LVLs 11 7/8" FOR BEAM S4.
/4�
M9
KANAYO LALA, P.E ........ . 03/03/2014
SPECIFIC CALCULATIONS FOR THE WOOD CONSTRUCTION IN
10OMPH 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.
7 a
ACCORLY CERTIFICATE OF LIABILITY INSURANCE
DATE (MMIDDIYYYY)
F 2/10/15
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS
CER71FICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERrIFICATE 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 statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsemengs).
PRODUCER
Coonan Insurance Agency, Inc.
267 Main Street
Oxford, MAL 01540
CONTACT
-NAME:
PHONE
(508) 987-7122 No): (508) 987-7152
.(AiEN,E,di-
F
-ArDRELSS: cindv@coonaninsurance.com
680-335M1703-14
11/3/14
INSURE R(S) AFFORDING COVERAGE NAIC 0
INSURER A - Travelers
DAMAGE TO RENTED
rence) $ 300,000
INSURED
_
PERSO NA L & ADV I NJURY $ 11000,000
TJK, Inc.
_INSURERB:
INSURERC:
PO Box 12
INSURERD:
South Grafton, MA 01560
INSURER E * I
I NSURER F: I i
COVERAGES CERTIFICATE N UMBER: 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 AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR
LT
TYPE OF INSURANCE
AML
1M
SUBR
WvD
POLICY NUMBER
POLICY EFF
tMMIDDNYYY)
POLICY OW
(MMIDD1YYYY)
LIMITS
A
GENERAL LIABILITY
X COMMERCIAL GENERALLIABILITY
CLAIMS-MADEFx ]OCCUR
Cindy Davis
680-335M1703-14
11/3/14
11/3/15
EACH OCCURRENCE $ 1,000,000
DAMAGE TO RENTED
rence) $ 300,000
ME D OF (A . ny one person) $ 5,000
_
PERSO NA L & ADV I NJURY $ 11000,000
GENERAL AGGREGATE $ 2,000,000
GEN'LAGGREGATE LIMITAPPLIES PER
PRO- LOC
_X1 POLICY FIXCT
[PRODUCTS - ODMPA:)P AGG $ 2,000,000
$
AUTOMOBILE LIABILITY
ANYAUTO
ALLOWNED SCHEDULED
AUTOS AUTOS
NON -OWNED
HIREDAUTOS — AUTOS
'0 EDSINGLELIMIT
(E,T,"d.r,) $
BODILY INJURY (Per person) $
BODILY INJURY (Per accident) $
PROPERTY DAMAGE
P.r..dnt) $
UMBRELLA LIAB
EXCESSUAB
OOCUR
CLAIMS -MADE
EACH OCCU ENCE $
AGGREGATE $
DED RETENTION $
$
A
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY YIN
ANY PROPRIETOR/PARTNERIEXECUTIVE
OFFICERIMEMBER EXCLUDED? 7N
(Mandatory In NH)
If yes, describe under
I DESCRIPTION OF OPERATIONS below
NIA
IE -UB -9914N01-3-15
1/26/15
1/26/16
C ATU- OTH-
X I TWIIFIYSTL,M.Tq I PP
E.L. EACH ACCI DENT $ 100,000
E.L. DISEASE -EA EMPLOYEE $ 100,000
E.L. DISEASE - POLICY LIMIT $ 500,000
OESCRIIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Aftitch ACORD V", Additional Refferks Schedulle, N nwre space Is recItilmd)
CERTIFICATE HOLDER CANCELLATION
@ 1988-20 10 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 PROVISO NS.
120 Main Street
AUTHORIZED REPRESENTATIVE
North Andover, MA 01845
Cindy Davis
@ 1988-20 10 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