HomeMy WebLinkAboutBuilding Permit #536-2017 - 30 Compass Point Road 11/18/2016Permit
44 ( _ t, BUILDING PERMIT
`tt7 �j� TOWN OF NORTH ANDOVER
r� APPLICATION FOR PLAN EXAMINATInlo
2-611 l 01-0�w S
Date Issued: 1 I I 1
BRTANT: Applicant must co 1
LOCATION O(_) IiAkA
Pn t
a?
PROPERTY OWNER—.111111"fCL� �i ►_
Print 1 oo Year Structure yes
MAP U_ PARCEL: ZONING DISTRICT: _Historic District yes ' l
Machine Shop Village yes
TYPE OF IMPROVEMENT
PROPOSED USE
Residential
Non- Residential
New Building
❑ One family
0 Addition
Two or more fa ily
11 Industrial
0 Alteration
No. of units:
❑ Commercial
❑ Repair, replacement
❑ Assessory Bldg
❑ Others:
❑ Demolition
❑ Other
Septic 0 Well
0 Floodplain 0 Wetlands
❑ Watershed District
❑ Water/Sewer
OWNER: Name:
Address: 51 M
DESGKIF 1 IL)N Vf VVUMM 1 v Dc rcrXrvr��na.v.
- Please Type or Print Clearly
Ll�.� P
Contractor Name: -Phone- Sd) -EQb G33J
Address: J5�1 l vl i L t�
(JGI Ex
Supervisor's Construction License: �p. Date:/
Home Improvement License:
Exp. Date::.
4
ARCHITECT/ENGINEER V-&OaUn Phone: xi 3-7 15c- o
Address: G\Vk( CfX - �►� Mme• Reg. No.,
FEE SCHEDULE: BULDING PERMIT: $92.00 PER $9000.00 OF THE TOTAL ESTIMATED COST BASED ON $925.00 PER S. i� 2,
C) ( �1 FEE: $ �0� 160 4
Total Project Cost: $� �
Check No.: Receipt No.: e5 1 M4
NOTE: Persons contr cting with unre 'stered contractors do not have: access to the gu ranty fund
;Si nature of A ent/Owner Signature of contractor.
�.� � ��i� ���� • (,� ` .moi BUILDING PERMIT 01 NORTy
'Ct`J l.�'2 y . �''• � J6' • b C
TOWN OF NORTH ANDOVER
APPLICATION FOR PLAN EXAMINATION
Permit No#: Date Received ��ssATED
Date Issued: 1
IMPORTANT: Applicant must complete all items on this page
igAa Y" V-,
LOCATION ;60 �Dma&C-15- QaIC4
Print
PROPERTY OWNER
Print 100 Year Structure yes
P �, PARCEL: ZONING DISTRICT: Historic District yes
MAS
%j
- Machine Shop Village yes. �u
TYPE OF IMPROVEMENT
PROPOSED USE
Residential
Non- Residential
New Building
❑ One family
ElAddition
Two or more fa ily
El Industrial
❑ Alteration
No. of units:
❑ Commercial
❑ Repair, replacement
❑ Assessory Bldg
❑ Others:
❑ Demolition
❑ Other
_
❑ Septic 0 Well
❑ Floodplain p Wetlands
❑ Watershed District
❑ Water/Sewer
DESCRIPTIUN UI- WUMM I U 6t: r-tKrufUvir-u:
- Please Type or Print Clearly
OWNER: Name:
Address: S
hone:
Contractor Name: SV. 1f —, Phone: 501�3 -2,QcbG33`7
Address: �" �I �(�►i�t, Q�- ��Dr1-�
Supervisor's Construction L-icense: ® Exp. Date:_ 1 _
Home Improvement License:
ARCHITECT/ENGINEER UAn Cc Phone: ON -33
Address: AnAC)r) MCA Reg. No. z
FEE SCHEDULE: BULDING PERMIT. $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COSTBASED ON $125.00 PER S 2�
a ( g1 FEE: $3���a 4 Cb
notal Project Cost: $�
Check No.: -7 Receipt No,; I Ztq
NOTE: Persons contr cting with unre •stered contractors do not have access to the gu ranty fund
Signature of Agent/Owner Signature of contractor;
I)Ij
Location -3c l f `� k
1 %(
No. 9�' 7 U k1 Date I I- 17 - 110
Check 4t
r
TOWN OF NORTH ANDOVER
i
i
11
Certificate of Occupancy $ l v L —
Building/Frame Permit Fee $ 3•��'
Foundation Permit Fee $
Other Permit Fee $
TOTAL $ 3 a��
YU
L/ Building Inspector
Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑
TYPE'OF SEWERAGE DISPOSAL
Public Sewer ❑
Tanning/Massage/Body Art ❑ Swimming Pools ❑
Well ❑ ❑
Tobacco Sales Food Packaging/Sales ❑
Private (septic tank, etc. ❑ Permanent Dumpster on Site ❑
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF - U FORM
PLANNING & DEVELOPMENT Reviewed On
11)� 7�l SignatureALAJ
_
COMMENTS L,Ub n
�Gn I
CONSERVATION Reviewed
COMMENTS
fHEALTH
COMMENTS
L
Reviewed on Signature
�jl A
Zoning Board of Appeals: Variance, Petition No:
Zoning Decision/receipt submitted yes
Planning Board Decision:
Comments
Conservation Decision:
Comments
Water &Sewer Co
nneCtion/Sicinature & Date C �� /6
rl ri
-Nmension
Number of Stories:_______Total square feet of floor area, based on Exterior dimensions._
Total land area, sq. ft.:
ELECTRICAL: Movement of Meter location mast or service drop - . requires approval of
Electrical Inspector Yes No
DANGER ZONE LITERATURE: Yes No
MGL Chapter 166 section 21A —F and G min.si oo-si o6o fin
Doc -Building Pennit Revised 2014
r --
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
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
Addition Or Decks
❑ Building Permit Application
❑ Certified Surveyed Plot Plan
❑ Workers Comp Affidavit
❑ Photo Copy of H.I.C. And C.S.L. Licenses
o 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
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
New Construction (Single and Two Family)
❑ Building Permit Application
o Certified Proposed Plot Plan
❑ Photo of H.I.C. And C.S.L. Licenses
❑ Workers Comp Affidavit
❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And
Hydraulic Calculations (If Applicable)
❑ Copy of Contract
❑ Mass check Energy Compliance Report
❑ Engineering Affidavits for Engineered products
VOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit
In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals
that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. one copy and proof of recording
must be submitted with the building application
Doc: Building Permit Revised 2014
Building Department
The following is a list of the required forms to be filled out for the appropriate permit to be obtained.
r
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
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
Addition Or Decks
❑ Building Permit Application
❑ Certified Surveyed Plot Plan
❑ Workers Comp Affidavit
❑ Photo Copy of H.I.C. And C.S.L. Licenses
❑ Copy Of Contract
❑ Floor/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
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
New Construction (Single and Two Family)
❑ Building Permit Application
❑ Certified Proposed Plot Plan
❑ Photo of H.I.C. And C.S.L. Licenses
❑ Workers Comp Affidavit
❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And
Hydraulic Calculations (If Applicable)
❑ Copy of Contract
❑ Mass check Energy Compliance Report
❑ Engineering Affidavits for Engineered products
VOTE: 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
�l o --)-----,,)pyv S
Sr R7v vE D
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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
30 Compass Point
536-2017 on 11/18/2016
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ROUTE 114, NORTH ANDOVER., MASS.
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• REScheck Software Version 4.6.2
Compliance Certificate
Project 161018 Trust MerrimackCondos_Unit-K NorthAndover
Energy Code:
2012 IECC
Location:
North Andover, Massachusetts
Construction Type:
Multi -family
Project Type:
New Construction
Conditioned Floor Area:
2,127 ft2
Glazing Area
11%
Climate Zone:
5 (6322 HDD)
Permit Date:
20
Permit Number:
Envelope Assemblies
Floor SLAB: Slab -On -Grade: Unheated
Insulation depth: 2.0'
Wall LOWER LEVEL 2X6 EXT: Wood Frame, 16" o.c.
Window DH: Vinyl Frame:Double Pane with Low -E
Door SLIDER: Solid
Door 15 LITE BACK: Glass
Wall SEPARATION 2X6: Wood Frame, 16" o.c.
Wall GARAGE 2X4: Wood Frame, 16" o.c.
Door METAL FIRE: Solid
Wall 1ST FLOOR 2X6: Wood Frame, 16" o.c.
Window DH: Vinyl Frame:Double Pane with Low -E
Window BAY: Vinyl Frame:Double Pane with Low -E
Door SLIDER: Glass
Wall 1ST FLOOR SEPARATION 2X6: Wood Frame, 16" o.c.
Wall 2ND FLOOR 2X6: Wood Frame, 16" o.c.
Window DH: Vinyl Frame:Double Pane with Low -E
Wall 2ND FLOOR SEPARATION 2X6: Wood Frame, 16" o.c.
Ceiling ABOVE 2ND FLOOR: Flat Ceiling or Scissor Truss
48 10.0 0.767 37
384
19.0
0.0
0.060
17
48
0.280
13
40
0.290
12
20
0.300
6
280
19.0
0.0
0.060
17
104
15.0
0.0
0.077
6
20
0.150
3
464
19.0
0.0
0.060
20
27
0.280
8
28
0.270
8
80
0.290
23
488
19.0
0.0
0.060
29
464
19.0
0.0
0.060
22
95
0.280
27
488
19.0
0.0
0.060
29
803
38.0
0.0
0.030
24
Project Title: 161018 Trust MerrimackCondos_Unit-K NorthAndover Report date: 10/20/16
Data filename: 5:\Ebbeling_Ed\161018 Trust MerrimackCondos Unit- Page 1 of 9
K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover Kl.rck
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 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name - Title
Project Notes:
Unit Kl
nature
Date
Project Title: 161018 Trust_MerrimackCondos_Unit-K NorthAndover Report date: 10/20/16
Data filename: S:\Ebbeling_Ed\161018 Trust MerrimackCondos Unit- Page 2 of 9
K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover Kl.rck
REScheck Software Version 4.6.2
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.
103.1,
103.2
[PR1]1
:Construction drawings and
:documentation demonstrate
:energy code compliance for the
;building envelope.
1—]Complies
-❑Does Not
y `$❑Not Observable
❑Not Applicable
103.1,
;,Construction drawings and
3
': ❑Complies
103.2,
:documentation demonstrate
S
,
,C] Does Not
403.7
!energy code compliance for
Observable ',
[PR3]1
lighting and mechanical systems
_
,❑Not
Applicable
Systems serving multiple❑Not
dwelling units must demonstrate
I.
,e]
compliance with the IECC
Commercial Provisions.
\
302=11
Heating and cooling equipment is
Heating: Heating:
;❑Complies
403:6
sized per ACCA Manual S based
Btu/hr Btu/hr
;❑Does Not
[PR2_,]
on loads calculated per ACCA
Manual or other methods
Cooling: Cooling:
❑Not Observable
-
by
Btu/hr Btu/hr
licable
;❑Not Applicable
approved the code official.
a
Additional Comments/Assumptions:
11 High Impact (Tier 1) 2.'` Medium Impact (Tier 2) 3 Low Impact (Tier 3)
Project Title: 161018 Trust_MerrimackCondos_Unit-K NorthAndover Report date: 10/20/16
Data filename: S:\Ebbeling_Ed\161018_Trust MerrimackCondos Unit- Page 3 of 9
K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover Kl.rck
402.1.1 ;Slab edge insulation R -value.
R- R- ;❑Complies ;See the Envelope Assemblies
[FO1]1
E]Unheated ❑ Unheated ❑Does Not ;table for values.
❑ Heated E] Heated ❑Not Observable
:❑Not Applicable
303.2, ;Slab edge insulation installed per
❑Complies
402.2.9 manufacturer's instructions.
r 1❑Does Not
[FO2]1
- #❑Not Observable
❑Not Applicable
402.1.1 ;Slab edge insulation
ft ft ;❑Complies ;See the Envelope Assemblies
[FO3]1 depth/length.❑Does
Not ;table for values.
❑Not Observable
i
UNot Appli-cable
303.2 1 A protective covering is installed
- ❑Complies
V011]? ,to protect exposed exterior
❑Does Not
insulation and extends a
y minimum of 6 in. below grade.❑Not
j
Observable i
#+
s ❑Not Applicable
z,1
403>$ ;Snow- and ice -melting system
; ❑Complies
fE61212controls installed."�❑Does
Not
'❑Not Observable
I❑N-ot App icabie
Additional Comments/Assumptions:
111 High Impact (Tier 1) 2 ' Medium Impact (Tier 2) 3'! Low Impact (Tier 3)
Project Title: 161018 Trust_MerrimackCondos_Unit-K_NorthAndover Report date: 10/20/16
Data filename: S:\Ebbeling_Ed\161018 Trust_ MerrimackCondos Unit- Page 4 of 9
K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover KI.rck
402.1.1,
Door LI -factor.
U- U- iOComplies ;See the Envelope Assemblies
402.3.4
❑Does Not :table for values.
[FR1]1
;❑Not Observable
❑Not Applicable
402.1.1,
Glazing LI -factor (area -weighted
U- U- ;❑Complies :See the Envelope Assemblies
402.3.1,
average).
t❑Does Not ;table for values.
402.3.3,
;❑Not Observable
402.3.6,
402.5
;
❑Not Applicable
[FR2]1
x , '
303.1.3
; LI -factors of fenestration products'y `: ❑Complies
[FR4]1
:are determined in accordance
;❑Does Not
with the NfRC test procedure or
j
`❑Not Observable
;taken from the default table.
,; ,
. []Not Applicable
402.4.1.1
;Air barrier and thermal barrier
❑Complies
[FR23]1
! installed per manufacturer's
( ❑Does Not
instructions.
[
( s❑Not Observable
❑Not Applicable
402.4.3
Fenestration that is not site built
a ❑Complies
[FR20]1
Js listed and labeled as meeting ❑Does Not
9
AAMA /WDMA/CSA 101/I.S.2/A440
or has infiltration rates NFRC
❑Not Observable ;
per
400 that do not exceed code
Q a []Not Applicable
!limits.
g =�
4fl24
, "f IC -rated recessed lighting fixtures❑Complies i
IF R16]2 sealed at housing/interior finish
=+❑Does Not
+and labeled to indicate s2.0 cfm
'' ❑Not Observable ;
leakage at 75 Pa.
_j10Not Applicable
403.2.1
;Supply ducts in attics are
R- ; R- ;❑Complies ;
[FR12]1
insulated to zR-8. Ali other ducts
R_ R_ i❑Does Not
in unconditioned spaces or
❑Not Observable ;
outside the building envelope are
;
;insulated to >_R-6.
;❑Not Applicable
403.2.2
[FR13]1
;All joints and seams of air ducts,
!air handlers, filter boxes
( `l❑Complies ;
i❑Does
and are
!sealed.
Not
3; ❑Not Observable
k❑Not Applicable
403::2 3
Building cavities are not used as
=❑Complies
(Fl115j3
ducts or plenums.
❑Does Not
'❑Not Observable
❑Not Applicable
403:3
j HVAC piping conveying fluids
R- R- ?❑Complies
(FRl7]2 above 105 QF or chilled fluids
❑Does Not
±below 55 QF are insulated to >_R-
: ] 3
;❑Not Observable
! !❑Not Applicable
403.3.1
!,Protection of insulation on HVAC
[ = ❑Complies
[FR24]1
; piping.
❑Does Not
#phot Observable
❑Not Applicable
403 4 2
? Hot water pipes are insulated to
R- R- ;❑Complies
[PR18]2J',R-3.
'❑Does Not j
;❑Not Observable
j
;❑Not Applicable
11 High Impact (Tier 1) "'` Medium Impact (Tier 2) 3" Low Impact (Tier 3)
Project Title: 161018—Trust MerrimackCondos_Unit-K NorthAndover Report date: 10/20/16
Data filename: S:\Ebbeling_Ed\161018 Trust_ MerrimackCondos Unit- Page 5 of 9
K_NorthAndover\REScheck\161018_Trust_MerrimackCondos_Unit-K_NorthAndover_Kl.rck
403.5 'Automatic or gravity dampers are' ILJComplies
Fi�t19]z installed on all outdoor air k❑Does Not
intakes and exhausts. a s❑Not Observable
�.
��❑Not Applicable
Additional Comments/Assumptions:
111 High Impact (Tier 1) 2�,' Medium Impact (Tier 2) 3'' Low Impact (Tier 3)
Project Title: 161018 Trust MerrimackCondos_Unit-K_NorthAndover Report date: 10/20/16
Data filename: S:\Ebbeling_Ed\161018 Trust MerrimackCondos Unit- Page 6 of 9
K_NorthAndover\REScheck\161018_Trust_MerrimackCondos Unit-K_NorthAndover Kl.rck
Of me Jv
— ,
303 ,1
All installed insulation is labeled
d
❑Complies
�.IN13]
or the installed R-values'❑Does
Not
provided.
❑No t Observable
A Not Applicable
402.1.1,
; Wall insulation R -value. If this is a', R-
R- ;[]Complies ;See the Envelope Assemblies
402.2.5,
a mass wall with at least 1/2 of the
❑ Wood
❑ Wood �❑Does Not ; table for values.
402.2.6
wall insulation on the wall
❑ Mass
, ❑ Mass ;❑Not Observable
(IN3]1
exterior, the exterior insulation
requirement applies (FR10).
❑Steel
I ❑Steel []Not Applicable
303.2
;Wall insulation is installed per
mplies
[IN4]1
} manufacturer's instructions.
y❑Does Not
"❑Not Observable ,
'
;y❑Not Applicable
Additional Comments/Assumptions:
11 High Impact (Tier 1);" Medium Impact (Tier 2) 3 Low Impact (Tier 3)
Project Title: 161018_Trust_MerrimackCondos_Unit-K NorthAndover Report date: 10/20/16
Data filename: S:\Ebbeling_Ed\161018 Trust_ MerrimackCondos Unit- Page 7 of 9
K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover Kl.rck
Y
402.1.1,
;Ceiling insulation R -value.
R-
R- ;LJComplies ;See the Envelope Assemblies
402.2.1,
_
❑ Wood
; F-1Wood ❑Does Not table for values.
402.2.2,
402.2.6
'E]Steel
❑Steel ;❑Not Observable
[FI1]1
s❑Not Applicable
;❑Not Applicable a
;All mechanical ventilation system
t❑Complies
;fans not part of tested and listed
303.1.1.1, ;Ceiling insulation installed per
Not
❑Complies
303.2
manufacturer's instructions.
t
❑Does Not
[FI2]1
:Blown insulation marked every
$
71
-[--]Not Observable
75% of lamps in permanent
300 ft=.
€
F ❑Not Applicable
402'2 3pp Vented attics with air permeable
insulation include baffle
a `❑Does
Complies
[122J
adjacent
a
.j❑Does Not
to soffit and eave vents that
K,, extends over insulation.
Does not apply to low -voltage
lighting.
n.❑Not Observable
s""ENot Applicable
❑Not Applicable
402.2.4
;Attic access hatch and door
; R-
R- ;❑Complles
[FI3]1
insulation >_R -value of the
❑Does Not
i adjacent assembly.
❑Not Observable ;
❑Not Applicable
402.4.1.2 !Blower door test @ 50 Pa. <=5
ACH 50 =
ACH 50 =❑Complies
[FI17]1
1 ach in Climate Zones 1-2, and
❑Does Not
<=3 ach in Climate Zones 3-8.
❑Not Observable i
❑Not Applicable
403.2.2
`; Duct tightness test result of <=4
; cfm/100
cfm/100 .❑Complies
[FI4]1
cfm/100 ft2 across the system or
ft2
ft2 ❑Does Not
<=3 cfm/100 ft2 without air
❑Not Observable
handler @ 25 Pa. For rough -in
❑Not Applicable
tests, verification may need to
occur during Framing Inspection.
403.2.2.1 ;Air handler leakage designated❑Complies
[F124]1
by manufacturer at <=2% of
s " _$❑Does Not
design air flow.
2, i❑Not Observable
_ s❑Not Applicable
403.1 14,1
Programmable thermostats
❑Complies
[Fl9]?
installed on forced air furnaces.
❑Does Not
❑Not Observable j
❑Not Applicable
4173=1 2'
[F110]
:J Heat pump thermostat installed
-,,,?,on heat pumps.
]
;
, ❑Complies
� a❑Does Not
-.
?
[
❑Not Observable
1
'I❑Not Applicable
4.034 1 jCirculating service hot water
'❑Complies
[11131z
F""systems have automatic or❑Does
_
Not
+
+accessible manual controls.
f
. 4❑Not Observable
s❑Not Applicable
403.,5 1
;All mechanical ventilation system
t❑Complies
;fans not part of tested and listed
- "❑Does
Not
=HVAC equipment meet efficacy
=
I❑Not Observable
and air flow limits.
j
. '1❑Not Applicable
404.1
75% of lamps in permanent
❑Complies
[FI611
:fixtures or 75% of permanent
a `❑Does
Not
Mixtures have high efficacy lamps
r
3❑Not Observable
Does not apply to low -voltage
lighting.
s""ENot Applicable
1 High Impact (Tier 1) }2' Medium Impact (Tier 2) 3' Low Impact (Tier 3)
Project Title: 161018 Trust_MerrimackCondos_Unit-K NorthAndover Report date: 10/20/16
Data filename: S:\Ebbeling_Ed\161018_Trust MerrimackCondos Unit- Page 8 of 9
K NorthAndover\REScheck\161018_Trust_MerrimackCondos_Unit-K_NorthAndover_Kl.rck
404A%I.'.!
Fuel gas lighting systems have
OComplies
(rl1 3]3
no continuous pilot light.
❑Does Not
❑Not Observable
{
f
(❑Not Applicable
403:3
?Compliance certificate posted.
❑Complies
(F19jz
?
`r
y❑Does Not
3
❑Not Observable
r
Applicable
A❑Not
303.3
;Manufacturer manuals for
.•❑Complies
3
mechanical and water heating
14❑Does Not
;systems have been provided,
zr
❑Not Applicable
e
Additional Comments/Assumptions:
111 High Impact (Tier 1) Medium Impact (Tier 2) 3' Low Impact (Tier 3)
Project Title: 161018 Trust MerrimackCondos_Unit-K NorthAndover Report date: 10/20/16
Data filename: S:\Ebbeling_Ed\161018 Trust MerrimackCondos Unit- Page 9 of 9
K NorthAndover\REScheck\161018 Trust MerrimackCondos Unit -K NorthAndover Kl.rck
2012 IECC Energy
tz
Efficiency ry E - ;Iti
Above -Grade Wall 19.00
Below -Grade Wall 0.00
Floor 10.00
Ceiling / Roof 38.00
Ductwork (unconditioned spaces):
Name: Date:
Comments
KANAYO LALA, P.E........ - 10/17/201.6
SPECIFIC CALCULATIONS FOR THE WOOD CONSTRUCTION IN
100MPH WIND ZONE
34 & 36 COMPASS POINT, NORTH ANDOVER, MA
BUILDING "K" UNIT K3, & K4 - 26'X 36'
BASIC LOADS:
GROUND SNOW LOAD
LIVE LOAD
WIND LOAD
Building Length
Building Width
Building Area
Building Mean Height
Total Height
Dead Load of Building
DL Moment End Wali
DL Moment Long Wall
Wind Moment End Wali
Wind Moment Long Wall
36 It
26 It
936 sf
36 It
45 ft
65,520 lbs
11179,360 LB -FT
851,760 LB -FT
209, 952
151,632
50 PSF
40 PSF
18 PSF
Building Aspect Ratio=
1.38
Shear End Wall=
Shear Long Wall=
11,664 224 PLF
8,424 11-7 PLF
1/2"A. BOLT SHEAR
801 LB
NET
End Wall M
Lona W u
I.E. NO UPLIFT EXISTS AT THE -BASE OF THE BUILDING
4 FT SPACING FOR 1/2" A. BOLTS
WITH TWO 2X SYP PLATES
-969408 NO UPLIFT
-700128 NO UPLIFT
SHEAR ANCHORS ARE ADEQUTE.
SHEAR WALL CAPACITY BY TABLE 2306.2.1 1
Y2" OSB / CDX PLY WITH 8D NAILS AT 6" ON EDGES AND 6" ON FIELD - 270PLF<
REQUIRED FOR THREE STORY HEIGHT- OK
SHEAR WALL RE IREMENT BY TABL R602.10.1.2 1 224 PLF
Y2" 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
THE MOMENT SHEAR AT THE OPENINGS IS RESISTED BY THE METAL CONNECTION PLATES
DETAILED ON THE PLANS.
FOR A TYPICAL 6' WIDE OPENING IN END WALL AT SAS
673 LBS. A SIMPSON PCZ6 POST CAP 4LATERAL CAPACITY 1LF SHEAR: AT THE Og �gS GOC�RNER
THE CALCULATIONS ABOVE MEET THE REQUIREMENTS OF THE IRC2009 CAPACITY
AND BS -
AMENDMENTS TO IRC2009.
R51
Kanayo Lala, P.E..............10/17/16
PROJECT: Merrimack Condominiums
K -TYPE BB -Compass Point, N Andover, MA
DESIGN FOR-GIRbERS/JOISTS /RAFTERS
2nd Floor Beam S2
Supporting Floor & Point Load From S1
LOADS: DEAD LOAD
15.00 PSF
19.95 PLF
Cq= 1
SNOW LOAD
PSF
0.00 PLF
CF= 1.00
= 1=
LIVE LOAD
TOTAL LOAD
40.00 PSF
53 . 20 PLF
qs 29.10 Cs=
Cd= 1
WIND SPEED
100 MPH
73 PLF
29.10 PSF
1= 1 Cm= 1
POINT LOAD
4160 LBS
3.25 FT
Ra=
TRIBUTARY WIDTH
3467 LBS
713 LB =TOTAL
REACTION
1.33 LF
JOIST/GIRDER SPAN
19.5 LF
E= 2000000 PSI
WIDTH- IN 3.50 PSULVL 11.875
IN
Fb= 2900 PSI
ROOF PITCH - N:12 =
= d
Fv= 285 PSI
Fc= 2700 PSI
Fcp= 750 PSI
MOMENT=
3477 LB -FT
---
MOMENT2=
11267 LB -FT -
82.26 =S provided-
OK
S=
Deflection =
61.01 INA 3
488.41 =I
Deflection2 =
0.493 IN = U
318
For Total Load Required U240
Fcp'=
398 PSI
OK 437
For Live Load Required 0360
Fv'=
151
3.00
In Bearing Length
PSI
OK
KrtlAl 0
H.
LAILA
No. 33A"
Kanayo Lala, P.E..............10/17/16
PROJECT: Merrimack Condominiums
K -TYPE BB -Compass Point, R Andover, MA
DESIGN FOR - GIRDERSMOISTS /RAFTERS
Third Floor Beam T5
—
Supporting Floor & Wall
LOADS: DEAD LOAD
24.00 PSF
240.00 PLF
Ce= 1
SNOW LOAD
PSF
0.00 PLF
CF= 1.00
Cq= 1
LIVE LOAD
TOTAL LOAD
30.00 PSF
300.00 PLF
Cs=
qs= 29.10 Cd= 1
WIND SPEED
100 MPH
540 PLF
29.10 PSF
1= 1 Cm=1
POINT LOAD
LBS
FT
Ra=
TRIBUTARY WIDTH
0 LBS.
10.00 LF
3510 LB =TOTAL
REACTION
JOIST/GIRDER SPAN
13 LF
E= 2000000 PSI
WIDTH- IN 3.50 PSULVL
11.875 IN = d
Fb= 2900 PSI
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 INA 3
488.41 =I
Deflection =
Deflection2 =
0.355 IN
= U 439
For Total Load Required 0240
Fcp'=
0.000 IN
669 PSI
= U 790
For Live Load Required U360
FV=
127 PSI
OK 1.50
nK
In Bearing Length
ALSO USE 3-LVLs 117/8" FOR BEAM T6..
Kanayo Lala, P.E. .............10/17/16
PROJECT: Merrimack Condominiums
JKTYPE BB -Compass Point, N Andover, MA
DESIGN FOR - GIRDERSJJOISTS /RAFTERS Third Floor Beam T3
Supporting Floor & Point Load From T1& T2
LOADS: DEAD LOAD
SNOW LOADPSF
20.00 PSF
360.00 PLF
Ce= 1 CF= 1.00
LIVE LOAD
30.00 PSF
0.00 PLF
540.00 PLF
Cq= 1 Cs=
TOTAL LOAD
PLF
qs=
qs= 29.10 Cd= 1
WIND SPEED
100 MPH900
29.10 PSF
1= 1 Cm= 1
POINT LOAD
18477 LBS
3.25 FT
Ra=
TRIBUTARY WIDTH
13327 LBS
7650 LB =TOTAL REACTION
JOIST/GIRDER SPAN
18.00 LF
17 LF
E= 2000000 PSI
WIDTH- IN 14.00 PSL/LVL
11.875 IN
Fb= 2900 PSI
ROOF PITCH - N:12 =
= d Fv= 285 PSI
Fc= 2700 PSI
Fop= 750 PSI
MOMENT=
32513 LB -FT
MOMENT2=
43313 LB -FT
329.04 =S provided OK
S=
Deflection =
313.76. IW3
1953.65 = I
Deflection2 =
0:433 IN
0.378 IN
= L/ 252
= U
For Total Load Required U240
Fcp'=
499 PSI
419
OK
For Live Load Required U360
Fv'=
189 PSI
OK
3.00 In Bearing Length
USE BETTER HEADER#84 (FLITCH BEAM) 3-LVLs 11 7/8" WITH 2-3/8" STEEL PLATE
BOLTED WITH 5/8" DIA @a 12-O.C. IN TWO ROWS.
USE 2-LVLs 11 7/8" FOR BEAM T4.
Kanayo Lala, P.E..............10/17/16
PROJECT: Merrimack Condominiums
K -TYPE BB -Compass Point, N Andover, MA
DESIGN. FOR - GIRDERS/JOISTS /RAFTERS
Third Floor Beam T-1
Supporting Floor, Wall,
Attic & Point Load From TS
LOADS: DEAD LOAD
22.54 PSF
323.00 PLF
Ce= 1
SNOW LOAD
LIVE
PSF
0.00 PLF
CF= 1.00
Cq= 1
LOAD
TOTAL LOAD
30.00 PSF
429.90 PLF
Cs=
qs= 29.10 Cd= 1
WIND SPEED
100 MPH753
PLF
29.10 PSF
1= 1 Cm= 1
POINT LOAD
3510 LBS
3.25 FT
Ra=
TRIBUTARY WIDTH
2925 LBS
14:33 LF
7341 LB =TOTAL REACTION
JOIST/GIRDER SPAN
19.5 LF
E= 2000000 PSi
WIDTH- IN 10:50 PSL/LVL
11.875
IN
Fb= 2900 PSI
ROOF PITCH - N:12 =
= d
Fv= 285 PSI
Fc= 2700 PSI
Fcp= 750 PSI
MOMENT=
35786 LB -FT
MOMENT2=
9506 LB -FT
246.78 =S provided
OK
S=
Deflection =_
187:42 IN^3
1465.24 =,1
Deflection2 =
0.836 IN = L/
0.139 IN = U
240
For Total Load Required U240
Fcp'=
652 PSI
421
OK
For Live Load Required U360
Fv'=
123 PSI
1.50
OK
In Bearing Length
USE BETTER HEADER#65 (FLITCH BEAM) 2-LVLs 11718- WITH 1/2"STEEL PLATE
BOLTED WITH 5/8"DIA@12"O.C. IN TWO ROWS.
KANAY0
LALA
Na. 33710-c
A !?RV CERTIFICATE OF LIABILITY INSURANCE
DATE(NNUDWYYYY)
TYPE OF INSURANCE
8/10/16
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 CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate kidder is an .ADDITIONAL INSURED, the pollcy(les) -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
CONTACT
NAME:
Coonan Insurance Agency, Inc.
PHONE Fax
508 987-7122 . (508) 987-7152
267 Main Street
anal
ADDRESS: cin @ coonaninsurance .com
Oxford, MA 01540
MED EXP (Any oneperson) $ 5 000
PERSONAL&ADV INJURY $ 11000,000
INSURERS) AFFORDING COVERAGE NAIC#
INSURERA: Travelers
GENT AGGREGATELIMIT APPLIES PER
X POLICY PRO-
jECT [7 LOC
INSURED
INSURER 8:
't'OFC, Inc.
AUTOMOSIL-Et1ASIUTYOMBIINEED�
ANYAUTO
AUTOS NED SCHEDAUTOS
NON -OWNED
HIRED AUTOS _ AUTOS
INSURER C:
PO Box 12
South Grafton, MA 01560
tH&!R D
BODILY INJURY (Per person)ALLOW$
BODILY BODILY INJURY (Per accident) $
INSURER E:
INSURER F:
COVERAGES CERTIFICATE NUMBER: REVISInN NLIMRER-
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 AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
4NSR
TYPE OF INSURANCE
ADDL
SUBRP
POLICY NUMBER
Y EFF
MIDDY
-POLICY -EXP
MM/DWYYYY
LiMT3
A
GENERALLIABILITY
$ COMMERCIAL GENERAL LIABILITY
CLAIMS -MADE a OCCUR
Cindy Davis
680-335M1703-15
11/3/15
11/3/16
EACH OCCURRENCE Is 1 000 000
DAMAGE TO RENTEDPREMISES (Ee OcCurre C4 $ 300,000
MED EXP (Any oneperson) $ 5 000
PERSONAL&ADV INJURY $ 11000,000
GENERAL AGGREGATE $ 2,000,000
GENT AGGREGATELIMIT APPLIES PER
X POLICY PRO-
jECT [7 LOC
PRODUCTS - COMP/OPAGG $ 2,000,000
AUTOMOSIL-Et1ASIUTYOMBIINEED�
ANYAUTO
AUTOS NED SCHEDAUTOS
NON -OWNED
HIRED AUTOS _ AUTOS
MR17=1 IT $
BODILY INJURY (Per person)ALLOW$
BODILY BODILY INJURY (Per accident) $
PROPERTY DAMAGE $
eraccident
UMBRELLALIAB
EXCESSIAB
OOCUR
CLAIMS -MADE
EACH OCCURRENCE $
_
AGGREGATE $
DED RETENTION
A
MDRIxHiSCOMP.ENSATJON
ANDEMPLOYERS' LIABILITY Y ! N
OFFICERMIEANY MBERD(CLNLDED?XEC�TIVE
(Mandatory In NH)
Hyyes, describe under
DE5CRIPTIONOFOPERATIONSbelow
NIA
IE=US-991I�f01-3-i6
1/245116
1/2-6/17
X WCSTATU- OTH-
E.L.EACHACgDENT $ ZOO OOO
E.L. DISEASE -EA EMPLOYEE $ 100,000
E.L. DISEASE -POLICY LIMIT 1 $ 500,000
1ESCPJPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Addldonal Renerks Schedule, If more alsce is required)
CERTIFICATE HOLDER CANCELLATIAN
1988-2010 ACORD CORPORATION. All rights reserved.
ACORD 25 (2010105) The AC ORD 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
1988-2010 ACORD CORPORATION. All rights reserved.
ACORD 25 (2010105) The AC ORD name and logo are registered marks of ACORD
Phone: Fax: E -Mail: tdbuilding@ aol . com
a Massachusetts Department of Public Safety
` Board of Building Regulations and Standards
License: CS -059359
Construction Supervisor
TIMOTHY MICHAEL BAROW
P.O. BOX # 12`'
SOUTH GRAFTON MA 01566
P-1 " Expiration:
C:otiimissioner
01/24/2018
(paz»rxn)rtaetr///?a�JiP�c�Atacttrefli
Office of Consumer Affairs & Business Regulation-
-P
egulation"- P HOME IMPROVEMENT CONTRACTOR
`
Registration:',143758 Type:
s Explrabon" --zl i t (318 DBA
BARLOW BUILDING;
TIM BARLOW
13 DEPOT ST
S. GRAFTON, MA 01560 — s y�—
Undersecretary