HomeMy WebLinkAboutMiscellaneous - 35 PENNI LANE 4/30/2018f
Location 3 f e of tv t j A
No. (�q q —IdU1?
Check # -719
31408
Date 1 15, Id d/ 7
TOWN OF NORTH ANDOVER
Certificate of Occupancy
Building/Frame Permit Fee
Foundation Permit Fee
Other Permit Fee
TOTAL
�� Building Inspector
C +
North Andover Board of Assessors Public Access
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.+property Record Card
Location: 35 PENNI LANE
Owner Name: 35 PENNI LANE NOMINEE TRUST
LOCHMANN, NORMA & TITUS, MEGAN T
Owner Address: 35 PENNI LANE
City: NORTH ANDOVER State: MA Zip: 01845
Neighborhood: 7 - 7 Land Area: 1.00 acres
Use Code: 101-SNGL-FAM-RES Total Finished Area: 1998 sgft
ASSESSMENTS
CURRENT YEAR
PREVIOUS YEAR
Total Value:
499,000
499,000
Building Value:
273,400
273,400
Land Value:
225,600
225,600
Market Land Value:
225,600
Chapter Land Value:
http://csc-ma.us/PROPAPP/display.do?linkld=1896689&town=NandoverPubAcc 5/17/2012
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Date .... 1 .7... .....-.,9-..... ,o 7
...............
NORTI
3:°;,;`"-;°!6"°0 TOWN OF NORTH ANDOVER
IL
PERMIT FOR WIRING
Thiscertifies that ............ 7 ....................................... ......................................
has permission to perform
wiring in the building of ......... ". . ....................................
at .... .J'J-
...................................... ................ ............. . North Andover, Mass.
Fee.01 . . ........... Lic. No/���
Check #
7508
r �
Commonwealth of Massachusetts Official Use Only
Department of Fire Services Permit No, �3
Occupancy and Fee Checked t e—
BOARD OF FIRE PREVENTION REGULATIONS [Rev, 11/991 leave blank
APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK
All work to be performed in accordance with the Massachusetts Electrical Code (MEC),,5 77 CMR 12.00
(PLEASE PRINT X INK OR M4 ALL INFORMATION) Date:�7��=--7
City or Town of: UA To the Inspkcc or of Wires.
By this application the undersigned gives notice of his or her intention to perform the electrical work described below.
jOwneLocation (Street & Number) 55-
Owner
r or Tenant LorA7h Al Telephone No,
Owner's Address .21e:r Boni L4 -h e
Is this permit in conjunction with a building permit? Yes No ❑ (Check Appropriate Box)
Purpose of Building Utility Authorization No.
Existing Service Amps / Volts . Overhead ❑ Un-Igrd ❑ No. of Meters
New Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters
Number of Feeders and Ampacity
Location and Nature of Proposed Electrical Work:
No. of Recessed Fixtures �a
No. of Cell.-Susp. (Paddle) Fans
v— rr," VC VVCRYCU q[e Lr7S gor o wires.
o. of otal
Transformers KVA
No. of Lighting Outlets
No. of Hot Tubs
Generators KVA
No. of Lighting Fixtures
Swimming Pool Above ❑ n- ❑IN
rnd. arnd.
o. OF rnergency ghting
Battery Units
No. of Receptacle Outlets Q
No. of Oil Burners
FIRE ALARMS
No, of Zones
No. of Switches
No. of Gas Burners
o. Of ete on an
Initiatin Devices
No. of Ranges
Total
No. of Air Cond. �,
No. of Alerting Devices
No. of Waste Disposers
Heat Pump
Totals:
lNumber
I
Tons
I
KW
No. of elf Contained
Detecdon/Alertin Devices /0
No. of Dishwashers
Space/Area Heating KW
Local ❑ umcipa ❑ OtherA/
Connection
No. of Dryers
Heating Appliances KW
ecursty yystems:
No. ofDevices or Equivalent
No. o Water KW
Heaters
o. o o. o
Signs Ballasts
Data Wirm
No. of Devices or Equivalent
No. Hydromassage Bathtubs
No. of Motors Total HP
TelecommunicationsWiring:
No. of Devices or Equivalent
OTHER:
Attach aaamonai aetatt ty desired, or as required by the Inspector of Wires.
INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless
the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The
undersigned certifies that such coverage is in force, and has exhibited proof of same to the permit issuing office.
CHECK ONE: INSURANCE BOND F1 OTHER El (Specify-) 9/2007
` (Expiration Date) -
Estimated Value of Electrical Work: 4 6-oa-1. cz,�, (When required by municipal policy.)
Work to Start: ?hA -2 inspections to be requested in accordance with MEC Rule 10, and upon completion.
I certify, under the pains and penalties of perjury, that the information on this applic tion is tr/u and complete.
FIRM NAME: Piquette & Howard Electric Sery es _ , / JLIC. NO.: MR392
Licensee: Robert B. Howard, SignatureAJ-T� LIC. NO.: MR392
(If -applicable, enter "exempt,, in the license number line.) � Bus. Tel. No.: 978-685-6145
Address: 59 Ames Street Lawrence MA 01841 Alt. Tel. No. -.978-685-0029
OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally
required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's agent,
Owner/Agent PERMIT FEE: ,$ t?�
Signature Telephone No.
�O-tc stt & ft, � - ( 0 , C) ? /o/L7
r--6,t-t 5--B 71>�
L
Y
1.
-WASE" Quadruple 1-3/4" x 9-1/4" VERSA -LAM® 2.0 3100 SP Floor BeamT1301
BC CALC@ 9.5 Design Report - US 1 span I No cantilevers 10/12 slope Tuesday, July 17, 2007 10:30
Build 91
—i' S �► . r 6. r r a . . . v s v . i !r. s r . n . o i v V
®. . 2. 3
i
13-02-00 Ah
BO B1
LL 4047 lbs LL 3409 lbs
DL 1864 lbs DL 1651 lbs
Total of Horizontal Design Spans = 13-02-00
Load Summary
File Name: apostoloff 070716
Job Name:
Norma Lochman
Description: F601
Address:
35 Penni Lane
Specifier: Gregory R. Doyle
City, State, Zip:
North Andover, MA
Designer:
Customer:
Dave Apostoloff
Company:
Code reports:
ESR -1040
Misc:
—i' S �► . r 6. r r a . . . v s v . i !r. s r . n . o i v V
®. . 2. 3
i
13-02-00 Ah
BO B1
LL 4047 lbs LL 3409 lbs
DL 1864 lbs DL 1651 lbs
Total of Horizontal Design Spans = 13-02-00
Load Summary
Load
Live
Dead
Snow Wind Roof Live
Tag
Description
Load Type
Ref.
Start
End
100%
90%
115% 133% 125% Trib.
1
2nd Floor Joists, First 17" To...
Unf. Area (psf)
Left
00-00-00
01-07-00
30
10
07-08-00
2
2nd Floor Joist, Cased Openi...
Unf. Area (psf)
Left
01-07-00
05-07-00
30
10
13-06-00
3
2nd Floor Joists, From End o...
Unf. Area (psf)
Left
05-07-00
13-02-00
30
10
07-08-00
4
Bearing Wall on 2ns Floor, B...
Unf. Lin. (plf)
Left
00-00-00
13-02-00
0
60
n/a
5
Clg Joist Load, First 17"
Unf. Area (psf)
Left
00-00-00
01-07-00
30
10
07-08-00
6
Clg Joist Load, Area over Ca...
Unf. Area (psf)
Left
01-07-00
05-07-00
30
10
13-06-00
7
Clg Joist Load, From End of ...
Unf. Area (psf)
Left
05-07-00
13-02-00
30
10
07-08-00
Notes
Design meets Code minimum (L/240) Total load deflection criteria.
Design meets Code minimum (L/360) Live load deflection criteria.
Design meets arbitrary (2") Maximum load deflection criteria.
Minimum bearing length for BO is 1-1/2".
Minimum bearing length for B1 is 1-1/2".
Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing +
1/2 intermediate bearing
User Notes
First Floor Wall Re -framing, 27' Deep house, 1' Overhand on Second Floor Joists.
Connection Diagram Disclaimer
The supplier acknowledges that it has requested JSN Associates, Inc.
to review a pre-engineered building product identified as above for
„\\ the span and loading conditions shown on this calculation sheet.
The supplier further acknowledges that JSN Associates, Inc. will
not engineer, design, manufacture or erect said item and is not
iiresponsible in any way for defects or deficiencies. Therefore, the
supplier waives all claims against JSN Associates, Inc. arising itil.
any way from any defects, deficiencies, errors or omissions in the
a minimum = 2" c = 5-1/4" load determination, design, fabrication or erection of said item.
b minimum = 2-1/2"d = 24" Note:
Adequate desifgn of supporting structure must be provided by others
Beams 7 inches wide will be assumed to be either top -loaded only, or equal y loaded from each side.
Bolts are assumed to be Grade A307 or Grade 2 or higher.
Member has no side loads.
Connectors are: 1/2 in. Staggered Through Bolt
Disclosure
Completeness and accuracy of input must
be verified by anyone who would rely on
output as evidence of suitability for
particular application. Output here based
on building code -accepted design
properties and analysis methods.
Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
building codes. To obtain Installation Guide
or ask questions, please call
(888)234-0056 before installation.
BC CALC@, BC FRAMER@ , AJSTTM,
ALLJOISTO , BC RIM BOARDTm, BCIO ,
BOISE GLULAMTM, SIMPLE FRAMING
SYSTEM@ , VERSA -LAM@, VERSA -RIM
PLUS@ , VERSA -RIM@,
VERSA -STRAND@, VERSA -STUD@ are
trademarks of Boise Wood Products,
L.L.C.
Load
Controls Summary
Value
%Allowable
Duration
Case
Span Location
Pos. Moment
18517 ft -lbs
69.8%
100%
1
1 - Internal
End Shear
5328 lbs
43.3%
100%
1
1 - Left
Total Load Defl.
L/253 (0.625")
94.9%
1
1
Live Load Defl.
L/371 (0.426")
97.0%
1
1
Max Defl.
0.625"
31.2%
1
1
Span 1. Depth
17.1
n/a
0
1
Notes
Design meets Code minimum (L/240) Total load deflection criteria.
Design meets Code minimum (L/360) Live load deflection criteria.
Design meets arbitrary (2") Maximum load deflection criteria.
Minimum bearing length for BO is 1-1/2".
Minimum bearing length for B1 is 1-1/2".
Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing +
1/2 intermediate bearing
User Notes
First Floor Wall Re -framing, 27' Deep house, 1' Overhand on Second Floor Joists.
Connection Diagram Disclaimer
The supplier acknowledges that it has requested JSN Associates, Inc.
to review a pre-engineered building product identified as above for
„\\ the span and loading conditions shown on this calculation sheet.
The supplier further acknowledges that JSN Associates, Inc. will
not engineer, design, manufacture or erect said item and is not
iiresponsible in any way for defects or deficiencies. Therefore, the
supplier waives all claims against JSN Associates, Inc. arising itil.
any way from any defects, deficiencies, errors or omissions in the
a minimum = 2" c = 5-1/4" load determination, design, fabrication or erection of said item.
b minimum = 2-1/2"d = 24" Note:
Adequate desifgn of supporting structure must be provided by others
Beams 7 inches wide will be assumed to be either top -loaded only, or equal y loaded from each side.
Bolts are assumed to be Grade A307 or Grade 2 or higher.
Member has no side loads.
Connectors are: 1/2 in. Staggered Through Bolt
Disclosure
Completeness and accuracy of input must
be verified by anyone who would rely on
output as evidence of suitability for
particular application. Output here based
on building code -accepted design
properties and analysis methods.
Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
building codes. To obtain Installation Guide
or ask questions, please call
(888)234-0056 before installation.
BC CALC@, BC FRAMER@ , AJSTTM,
ALLJOISTO , BC RIM BOARDTm, BCIO ,
BOISE GLULAMTM, SIMPLE FRAMING
SYSTEM@ , VERSA -LAM@, VERSA -RIM
PLUS@ , VERSA -RIM@,
VERSA -STRAND@, VERSA -STUD@ are
trademarks of Boise Wood Products,
L.L.C.
0-'8d)ISE" Double 1-314" x 9-114" VERSA -LAM® 2.0 3100 SP Floor Beam\FB02
BC CALC® 9.5 Design Report - US 1 span I No cantilevers 0/12 slope Tuesday, July 17, 2007 10:31
Build 91
File Name: apostoloff 070716
Job Name: Norma Lochman Description: FB02
Address: 35 Penni Lane Specifier: Gregory R. Doyle
City, State, Zip: North Andover, MA Designer:
Customer: Dave Apostoloff Company:
Code reports: ESR -1040 Misc:
—x ♦ ♦�� • ♦ ., • ♦ •►.� ♦ ♦ .y 3 • • ♦ • . e w w-3' ♦ w. yr .�v +�
BO
LL 2475 lbs
DL 1032 lbs
Total of Horizontal Design Spans = 06-00-00
B1
LL 2475 lbs
DL 1032 lbs
Load Summary
to review a pre-engineered building product identified as above
Load
Live
Dead
Snow Wind Roof Live
Tag Description
Load Type
Ref.
Start
End
100%
90%
115% 133% 125% Trib.
1 Standard Load
Unf. Area (psf)
Left
00-00-00
06-00-00
30
10
13-06-00
2
Unf. Lin. (plf)
Left
00-00-00
06-00-00
0
60
n/a
3
Unf. Area (psf)
Left
00-00-00
06-00-00
30
10
14-00-00
Notes
Design meets Code minimum (L/240) Total load deflection criteria.
Design meets Code minimum (L/360) Live load deflection criteria.
Design meets arbitrary (2") Maximum load deflection criteria.
Minimum bearing length for BO is 1-1/2".
Minimum bearing length for B1 is 1-1/2".
Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing +
1/2 intermediate bearing
User Notes
First Floor Wall Re -framing, 27' Deep house, 1' Overhand on Second Floor Joists.
Connection Diagram
►I b —d—
a
cc
•J -
a minimum = 2" c = 5-1/4"
b minimum = 3" d = 12"
Member has no side loads.
Connectors are: 16d Common Nails
Page 1 of 1
%. Disclaimer:
Disclosure
Completeness and accuracy of input must
be verified by anyone who would rely on
output as evidence of suitability for
particular application. Output here based
on building code -accepted design
properties and analysis methods.
Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
building codes. To obtain Installation Guide
or ask questions, please call
(888)234-0056 before installation.
BC CALCO, BC FRAMER@ , AJSTM',
ALLJOISTO , BC RIM BOARD'"", BCIO ,
BOISE GLULAM-, SIMPLE FRAMING
SYSTEM@ , VERSA -LAM@, VERSA -RIM
PLUS@ , VERSA -RIM@,
VERSA -STRAND@, VERSA -STUD@ are
trademarks of Boise Wood Products,
L. L. C.
The supplier acknowledges that it has requested JSN Associates, Inc.
for
to review a pre-engineered building product identified as above
Load
o�
,� JEFFREY S.
Controls Summary
Value
% Allowable
Duration
Case
Span Location
Pos. Moment
5261 ft -lbs
39.6%
100%
1
1 - Internal
End Shear
2521 lbs
41.0%
100%
1
1 - Left
Total Load Defl.
L/975 (0.074")
24.6%
1
1
Live Load Defl.
L/1382 (0.052")
26.1%
1
1
Max Defl.
0.074"
3.7%
1
1
Span / Depth
7.8
n/a
0
1
Notes
Design meets Code minimum (L/240) Total load deflection criteria.
Design meets Code minimum (L/360) Live load deflection criteria.
Design meets arbitrary (2") Maximum load deflection criteria.
Minimum bearing length for BO is 1-1/2".
Minimum bearing length for B1 is 1-1/2".
Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing +
1/2 intermediate bearing
User Notes
First Floor Wall Re -framing, 27' Deep house, 1' Overhand on Second Floor Joists.
Connection Diagram
►I b —d—
a
cc
•J -
a minimum = 2" c = 5-1/4"
b minimum = 3" d = 12"
Member has no side loads.
Connectors are: 16d Common Nails
Page 1 of 1
%. Disclaimer:
Disclosure
Completeness and accuracy of input must
be verified by anyone who would rely on
output as evidence of suitability for
particular application. Output here based
on building code -accepted design
properties and analysis methods.
Installation of BOISE engineered wood
products must be in accordance with
current Installation Guide and applicable
building codes. To obtain Installation Guide
or ask questions, please call
(888)234-0056 before installation.
BC CALCO, BC FRAMER@ , AJSTM',
ALLJOISTO , BC RIM BOARD'"", BCIO ,
BOISE GLULAM-, SIMPLE FRAMING
SYSTEM@ , VERSA -LAM@, VERSA -RIM
PLUS@ , VERSA -RIM@,
VERSA -STRAND@, VERSA -STUD@ are
trademarks of Boise Wood Products,
L. L. C.
The supplier acknowledges that it has requested JSN Associates, Inc.
for
to review a pre-engineered building product identified as above
the span and loading conditions shown on this calculation sheet.
p g
o�
,� JEFFREY S.
The supplier further acknowledges that JSN Associates, Inc. will
o
" NAWROCKI
not engineer, design, manufacture or erect said item and is not
responsible in any way for defects or deficiencies. Therefore, the
STRUCTURAL
supplier waives all claims against JSN Associates, Inc. arising in
No. 34168
any way from any defects, deficiencies, errors or omissions in the
�� '�EA/STE�E�
load determination, design, fabrication or erection of said item.
$1 ;ILL EN6�'
Note: -
Adequate design of supporting structure must be provided by others
--y