HomeMy WebLinkAboutMiscellaneous - 33 PILGRIM STREET 4/30/2018'IV
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3 Dan L. Gelinas PE [ph978.465.6436] Page)
Gelinas Structural Engineering LLC 1Vq/
579A North End Blvd or
Salisbury MA 01952[danlgelinas@comcastnet
StruCalc Version 9.0.2.5 J_O�
ransfer of loads to
Criteria: 0240
beanng Length 0.81 in 0.81 in
BEAM DATA Center
Span Length 10.75 ft
Unbraced Length -Top 0 ft
Floor Duration Factor 1.00
Notch Depth 0.00
MATERIAL PROPERTIES
Versa -Lam 3100 Fb - Boise Cascade
Base Values Adjusted
Bending Stress: Fb = 3100 psi Fb' = 3279 psi
Cd=1.00 CF=1.06
Shear Stress: Fv = 285 psi Fv' = 285 psi
Cd=1.00
Modulus of Elasticity: E = 2000 ksi E'= 2000 ksi
Comp. -L to Grain: Fc - I = 750 psi Fc - -L= 750 psi
Controlling Moment: 14279 ft -Ib
5.375 ft from left support
Created by combining all dead and live loads.
Controlling Shear: 4782 Ib
At a distance d from support.
Created by combining all dead and live loads.
Comparisons with required sections:
Read
Provided
Section Modulus:
52.26 in3
76.65 in3
Area (Shear):
25.17 in2
63.44 in2
Moment of Inertia (deflection):
276.68 in4
277.87 in4
Moment:
14279 ft -Ib
20943 ft -Ib
Shear.
4782 lb
12053 lb
l t� 2 `i 1 /U'
GI -
all members
CEI- MAS
No
Job 17816
May 4, 2017
FLOOR LOADING
Beam Total Live Load:
wL =
Side 1
Side 2
Floor Live Load
FLL =
660 psf
0 psf
Floor Dead Load
FDL =
310 psf
0 psf
Floor Tributary Width
FTW =
1 ft
0 ft
Wall Load
WALL =
0
plf
BEAM LOADING
Beam Total Live Load:
wL =
660
plf
Beam Total Dead Load:
wD =
310
plf
Beam Self Weight:
BSW =
19
plf
Total Maximum Load:
wT =
989
plf
t
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Project: calc Hope Pilgrim St N Andover Job 17815 page)
l ( Dan L. Gelinas PE [ph978.465.6436] )�
Location: b21 five 7_25 deep LVLS Gelinas Structural Engineering LLC /
Uniformly Loaded Floor Beam / 579A North End Blvd or
[2009 International Building Code(2012 NDS)] Salisbury MA 0 1 952[danigetinas@comcast net
( 5) 1.75 IN x 7.25 IN x 10.75 FT
Versa -Lam 3100 Fb - Boise Cascade StruCalc Version 9.0.2.5; ` 1 29 PM
Section Adequate By: 0.4%
Controlling Factor. Deflection
D,kiv EL L'
CLaminati ns are to be fully connected to provide uniform transfer of loads to all members 0 GELINAs �P
DEFLECTIONS Center LOADING DIAGRAM "' v No 33:14
Live Load 0.36 IN U362
Dead Load 0.18 in
Total Load 0.53 IN U241 ' ..
Live Load Deflection Criteria: 0360 Total Load Deflection Criteria: 0240 t IAL
REACTIONS 9 B
Live Load 3548 Ib 3548 Ib
Dead Load 1766 Ib 1766 Ib Job 17816
Total Load 5314 Ib 5314 Ib
Bearing Length 0.81 in 0.81 in May 4 2017
BEAM DATA Center
Span Length 10.75 ft
Unbraced Length -Top 0 ft A= 10.75 ft
Floor Duration Factor 1.00
Notch Depth 0.00 :::] I
MATERIAL PROPERTIES
Versa -Lam 3100 Fb - Boise Cascade
Read
Base Values
Adjusted
Bending Stress: Fb = 3100 psi
Fb' = 3279 psi
Cd=1.00 CF= 1.06
Side 2
Shear Stress: Fv = 285 psi
Fv' = 285 psi
Cd=1.00
0 psf
Modulus of Elasticit : E = 2000 ksi
E'= 2000 ksi
FLOOR LOADING
Read
Provided
Section Modulus:
52.26 in3
76.65 in3
Side 1
Side 2
Floor Live Load
FLL =
666 psf
0 psf
Floor Dead Load
FDL =
310 psf
0 psf
Floor Tributary Width
FTW =
1 ft
0 ft
Wall Load
WALL =
0
plf
Y•
Comp. -L to Grain: Fc - -L = 750 psi Fc --L = 750 psi BEAM LOADING
Controlling Moment: 14279 ft -Ib
5.375 ft from left support
Created by combining all dead and live loads.
Controlling Shear: 4782 Ib
At a distance d from support.
Created by combining all dead and live loads.
Comparisons with required sections:
Read
Provided
Section Modulus:
52.26 in3
76.65 in3
Area (Shear):
25.17 in2
63.44 in2
Moment of Inertia (deflection):
276.68 in4
277.87 in4
Moment:
14279 ft -Ib
20943 ft -Ib
Shear.
4782 lb
12053 lb
��11�2.51k
T
Gl
Beam Total Live Load:
wL =
660
plf
Beam Total Dead Load:
wD =
310
plf
Beam Self Weight:
BSW =
19
pif
Total Maximum Load:
wT =
989
pif
It
0
I J;
2? 2i
Project: calc Hope Pilgrim St N Andover Job 17815 ` \4 -'Location: b21 four 925 deep LVLS �G
Uniformly Loaded Floor Beam
[2009 International Building Code(2012 NDS)]
(4) 1.75 IN x 9.25 IN x 10.75 FT
Versa -Lam 3100 Fb - Boise Cascade
Section Adequate By: 66.9%
Controlling Factor. Deflection
^ �ge
Dan L. Gelinas PE [ph978.465.6436]
Gelinas Structural Engineering LLC
579A North End Blvd or
Salisbury MA 01952[danigelinas@comcast.net
StruCalc Version 9.0.2.5 5/4/2017 8:12:09 PM
ICAUTIONS I
Laminations are to be fully connected to provide uniform transfer of loads to all members
DEFLECTIONS Center
Live Load 0.21 IN 1_/601
Dead Load 0.11 in
Total Load 0.32 IN U401
Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240
REACTIONS A B
Live Load 3548 Ib 3548 Ib
Dead Load 1768 Ib 1768 ib
Total Load 5316 Ib 5316 Ib
Bearing Length 1.01 in 1.01 in
BEAM DATA Cen er
Span Length 10.75 ft
Unbraced Length -Top 0 ft
Floor Duration Factor 1.00
Notch Depth 0.00
MATERIAL PROPERTIES
Versa -Lam 3100 Fb - Boise Cascade
Base Values Adjusted
Bending Stress: Fb = 3100 psi Fb' = 3191 psi
Cd=1.00 CF= 1.03
Shear Stress: Fv = 285 psi Fv' = 285 psi
Cd=1.00
Modulus of Elasticity: E = 2000 ksi E'= 2000 ksi
Comp. J- to Grain: Fc -1= 750 psi Fc - -L'= 750 psi
Controlling Moment: 14285 ft -Ib
5.375 ft from left support
Created by combining all dead and live loads.
Controlling Shear: 4571 Ib
At a distance d from support.
Created by combining all dead and live loads.
Comparisons with required sections: Reo'd Provide
Section Modulus: 53.72 in3 99.82 in3
Area (Shear): 24.06 in2 64.75 in2
Moment of Inertia (deflection): 276.68 in4 461.68 in4
Moment: 14285 ft -Ib 26544 ft -Ib
Shear: 4571 Ib 12303 lb
NOTES
BEAM LOADING
Side 1
Side 2
Floor Live Load
FLL =
660 psf
0 psf
Floor Dead Load
FDL =
310 psf
0 psf
Floor Tributary Width
FTW =
1 ft
0 ft
Wall Load
WALL =
0
plf
BEAM LOADING
Beam Total Live Load:
wL =
660
plf
Beam Total Dead Load:
wD =
310
plf
Beam Self Weight:
BSW =
19
pif
Total Maximum Load:
wT =
989
plf
DANIEL L
GELINAS
STRUCTURAL
No. 33994
Job 17816
May 4, 2017
Project: cafe Hope Pilgrim St N Andover Job 17815 '7 Page
Dan L. Gelinas PE [ph978.465.6436]
Location: header B22 2-2x12s Gelinas Structural Engineering LLC
Uniformly Loaded Floor Beam 579A North End Blvd a�
[2009 International Building Code(2012 NDS)] Salisbury MA 01952[danigelinas@comcast.net
(2 ) 1.5 IN x 11.25 IN x 3.0 FT StruCalc Version 9.0.2.5 5/4/2017 8:40:03 PM
#2 - Spruce -Pine -Fir - Dry Use
Section Adequate By: 11.6%
Controlling Factor. Shear
* Laminations are to be fully connected to provide uniform transfer of loads to all members
DEFLECTIONS Center
LOADING DIAGRAM
Live Load 0.01 IN U5274
Dead Load 0.00 in
Total Load 0.01 IN U3334
Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240
REACTIONS A B
Live Load 1750 Ib 1750 Ib
Dead Load 1089 Ib 1089 Ib
Total Load 2839 Ib 2839 Ib
Bearing Length 2.23 in 2.23 in
BEAM DATA Center
Span Length 3 ft
Unbraced Length -Top 0 ft
aft
—
Floor Duration Factor 1.00
Notch Depth 0.00
MATERIAL PROPERTIES
#2 - Spruce -Pine -Fir
FLOOR LOADING
Base Values
Adjusted
Side 1
Side 2
Bending Stress: Fb = 875 psi
Fb' = 875 psi
Floor Live Load
FLL =
0 psf
0 psf
Floor Dead Load
FDL =
10 psf
0 psf
Cd=1.00 CF= 1.00
Floor Tributary Width
FTW =
12 ft
0 ft
Shear Stress: Fv = 135 psi
Fv' = 135 psi
Cd=1.00
Point Live Load
LL =
3500
Ib
Modulus of Elasticity: E = 1400 ksi
E'= 1400 ksi
Point Dead Load
DL=
1800
Ib
Comp. -L to Grain: Fc - L = 425 psi
Fc - 425 psi
Point Load Location
@
1.5
ft
Controlling Moment: 4117 ft -Ib
Wall Load
WALL =
0
plf
1.5 ft from left support
Created by combining all dead and live loads.
BEAM LOADING
Controlling Shear: -2722 Ib
Beam Total Live Load:
wL =
0 plf
At a distance d from support.
Beam Total Dead Load: wD =
120 plf
Created by combining all dead and live loads.
Beam Self Weight:
BSW =
6 plf
Total Maximum Load:
wT =
126 plf
Comparisons with required sections: Read
Provided
Section Modulus: 56.46 in3
63.28 in3
Area (Shear): 30.24 in2
33.75 in2
Moment of Inertia (deflection): 25.62 in4
355.96 in4
Moment: 4117 ft -Ib
4614 ft -Ib
Shear: -2722 lb
3038 lb
��'(1-4 C7FAA�
DANIEL L
GELINAS
O STRUCTURAL
No 33994
Job 17816
May 4, 2017
1
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Project: calc Hope Pilgrim St N Andover Job 17815 s
Dan L. Gelinas PE [ph978.465.64361
Location: header B22 LVLs Gelinas Structural Engineering LLC ! /
Uniformly Loaded Floor Beam 579A North End Blvd
(2009 International Building Code(2012 NDS)] Salisbury MA 01952[danigelinas@comcast.net
( 2 ) 1.75 IN x 7.25 IN x 3.0 FT StruCalc Version 9.0.2.5 5/4/2017 8:40:31 PM
Versa -Lam 3100 Fb - Boise Cascade
Section Adequate By: 74.4%
Controlling Factor. Shear
CAUTIONS
Laminations are to be fully connected to provide uniform transfer of loads to all members
DEFLECTIONS
Cente
Live Load
0.02
IN U2353
Dead Load
0.01
in
Total Load
0.02
IN U1487
Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240
REACTIONS
6
B
Live Load
1750
Ib 1750 Ib
Dead Load
1091
Ib 1091 Ib
Total Load
2841
Ib 2841 Ib
Bearing Length
1.08 in 1.08 in
BEAM DATA
4118 ft -Ib
Center
Span Length
3 ft
Unbraced Length -Top
0 ft
Floor Duration Factor
1.00
Notch Depth
At a distance d from support.
0.00
MATERIAL PROPERTIES
Versa -Lam 3100 Fb - Boise Cascade
Beam Total Live Load:
wL =
Base Values
Ad'usted
Bending Stress:
Fb = 3100 psi
Fb' = 3279 psi
plf
Cd=1.00 CF= 1.06
BSW =
Shear Stress:
Fv = 285 psi
Fv' = 285 psi
wT =
Cd=1.00
plf
Modulus of Elasticity:
E = 2000 ksi
E'= 2000 ksi
Comp. -L to Grain:
Fc - = 750 psi
Fc -1' = 750 psi
Controlling Moment:
4118 ft -Ib
1.5 ft from left support
Created by combining all dead and live loads.
Controlling Shear:
2765 Ib
At a distance d from support.
Created by combining all dead and live loads.
Comparisons with required sections: Read
Provided
Section Modulus:
15.07 in3
30.66 in3
Area (Shear):
14.55 int
25.38 in2
Moment of Inertia (deflection):
17.94 in4
111.15 in4
Moment:
4118 ft -lb
8377 ft -Ib
Shear:
2765 lb
4821 Ib
Floor Live Load FLL =
Floor Dead Load FDL =
Floor Tributary Width FTW =
Point Live Load LL =
Point Dead Load DL=
Point Load Location @
Side 1 Side 2
0 psf 0 psf
10 psf 0 psf
12 ft 0 ft
3500 Ib
1800 Ib
1.5 ft
Wall Load WALL = 0 plf
BEAM LOADING
Beam Total Live Load:
wL =
0
plf
Beam Total Dead Load:
wD =
120
plf
Beam Self Weight:
BSW =
7
plf
Total Maximum Load:
wT =
127
plf
rr!
Job 17816
May 4, 2017
74b7
Date ///� ?// R ........
,ORTH
TOWN OF NORTH ANDOVER
PERMIT FOR GAS INSTALLATION
This certifies that ... � .' .. Y- �'If � . ./ ............
has permission for gas installation ... P.< Z' 14 I -e- /1'" 14
. .....................
in the buildings of . .........................
at c: - ........... North Andover, Mass.
Fee.W.) ...... Lic.
6AS INSPECTOR
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Check# 301 2,1
MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO
(Print or Type)
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W9_18 AMID ER / Mass. Date � � � 26 yP�ermit #
Building Location 56 P�L(Tki Ii � Owner's Name y15LJJA WAGE NA tit
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New ❑ Renovation ❑ Replacement ❑ Plans Submitted: Yes❑ No ❑
Installing Company Name BAY STATE GAS COMPANY D/6/A Check one: Certificate #
Addr6ss 55 MARSTON STREET CDWHINA GA5 0f HASS4c,9U1MjfSU Corporation 1862
LAWRENCE, MA 01841-2312 ❑ Partnership
Business Telephone q 7 IB— 6 8,7 '1105 Exr *306 ❑ Firm/Co.
Name of Licensed Plumber or Gas Fitter Francis X. Corkery �..
INSURANCE COVERAGE:
I have a current liability Insoura❑nce policy or its substantial equivalent which meets the requirements of MGL Ch. 142.
Yes
If you have checked res, please indicate the type coverage by checking the appropriate box.
A liability Insurance policy 1K Other type of indemnity ❑ Bond ❑
OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by
Chapter 142 of the Mass. General Laws. and that my signature on this permit application waives this requirement.
Check one:
Signature of Owner or Owner's Agent , Owner❑ Agent ❑
I hereby certify that all of the details and information I have submitted (or entered) in ab pplication are true and accu�te to the best of my
knowledge and that all plumbing work and installations performed under the permit iss f r this application will n mpliance with all
pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the Gene s. (/
rAPPROVEDY(CO—F�FICCEE—USFE
T e of License:
Plumber Signature of Licensed Plumber or Gas
WGasfitter
Master License Number 374-5
wn Journeyman
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Installing Company Name BAY STATE GAS COMPANY D/6/A Check one: Certificate #
Addr6ss 55 MARSTON STREET CDWHINA GA5 0f HASS4c,9U1MjfSU Corporation 1862
LAWRENCE, MA 01841-2312 ❑ Partnership
Business Telephone q 7 IB— 6 8,7 '1105 Exr *306 ❑ Firm/Co.
Name of Licensed Plumber or Gas Fitter Francis X. Corkery �..
INSURANCE COVERAGE:
I have a current liability Insoura❑nce policy or its substantial equivalent which meets the requirements of MGL Ch. 142.
Yes
If you have checked res, please indicate the type coverage by checking the appropriate box.
A liability Insurance policy 1K Other type of indemnity ❑ Bond ❑
OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by
Chapter 142 of the Mass. General Laws. and that my signature on this permit application waives this requirement.
Check one:
Signature of Owner or Owner's Agent , Owner❑ Agent ❑
I hereby certify that all of the details and information I have submitted (or entered) in ab pplication are true and accu�te to the best of my
knowledge and that all plumbing work and installations performed under the permit iss f r this application will n mpliance with all
pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the Gene s. (/
rAPPROVEDY(CO—F�FICCEE—USFE
T e of License:
Plumber Signature of Licensed Plumber or Gas
WGasfitter
Master License Number 374-5
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MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFITTING
(Print or Type)
Mass. Date A20 10 Permit #
Building Location 3 P I L Grb M C'f Owner's Name.5W O ST�PN E NS
UV...iZT�}A Type of Occupancy�(�EIIiY) A L - Si' tSCyLt
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New ❑ Renovation ❑ Replacement ❑ Plans Submitted: Yes❑ No ❑
Installing Company Name BAY STATE GAS COMPANY
Address 55 MARSTON STREET
LAWRENCE, MA 018 4 1 - 23 12
Check one:
X7 Corporation
❑ Partnership
Business Telephone 9 7 IB — 6 8 ,7 -110 5 Exr *306 ❑ Firm/Co.
Name of Licensed Plumber or Gas Fitter Francis X. Corkery
Certificate #
1862
INSURANCE COVERAGE:
I have a current liability insurance policy or Its substantial equivalent which meets the requirements of MGL Ch. 142.
Yes K No ❑
If you have checked res, please Indicate the type coverage by checking the appropriate box.
A liability Insurance policy X Other type of indemnity ❑ Bond ❑
OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by
Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement.
Check one:
Signature of Owner or Owner's Agent . Owner❑ Agent ❑
I hereby certify that all of the details and information I have submitted (or entered) in aboup pplication are true and accuWe to the best of my
knowledge and that all plumbing work and installations performed under the permit iss f r this application will , n mpliance with all
pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the Gene S. (/
By T e of License.
Plumber Signature of Licensed Plumber or Gas
Title Gasfitter
RMaster License Number Z74-5
City/Town Journeyman
APPROVED OFFICE USE ONLY)
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Installing Company Name BAY STATE GAS COMPANY
Address 55 MARSTON STREET
LAWRENCE, MA 018 4 1 - 23 12
Check one:
X7 Corporation
❑ Partnership
Business Telephone 9 7 IB — 6 8 ,7 -110 5 Exr *306 ❑ Firm/Co.
Name of Licensed Plumber or Gas Fitter Francis X. Corkery
Certificate #
1862
INSURANCE COVERAGE:
I have a current liability insurance policy or Its substantial equivalent which meets the requirements of MGL Ch. 142.
Yes K No ❑
If you have checked res, please Indicate the type coverage by checking the appropriate box.
A liability Insurance policy X Other type of indemnity ❑ Bond ❑
OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by
Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement.
Check one:
Signature of Owner or Owner's Agent . Owner❑ Agent ❑
I hereby certify that all of the details and information I have submitted (or entered) in aboup pplication are true and accuWe to the best of my
knowledge and that all plumbing work and installations performed under the permit iss f r this application will , n mpliance with all
pertinent provisions of the Massachusetts State Gas Code and Chapter 142 of the Gene S. (/
By T e of License.
Plumber Signature of Licensed Plumber or Gas
Title Gasfitter
RMaster License Number Z74-5
City/Town Journeyman
APPROVED OFFICE USE ONLY)
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Mass. Date % / g P ;:P,93
Building Location /L�,ei,,,,
Owner's Name.�JT�t�,e
Type of Occupancy
New p r Renovation A---, Replacement Replacement p Plans Submitted: Yesp No
1� ❑
SUB—BSMT.
BASEMENT
1ST FLOOR
2ND FLOOR
3RD FLOOR
4TH FLOOR
STH FLOOR
6TH FLOOR
7TH FLOOR
STH FLOOR
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Installing Company Name. BAY STATE GAS . COMPANY
Addr&s 55 MARSTOW CTuWOm
LAWRENCE; MA 01840
Business Telephone 508-687-:1105
Name of Licensed Plumber or Gas Fitter Francis X. Corke
Check one:
X_] Corporation
❑ Partnership
❑ Flan/Co.
Certificate #
1862
INSURANCE COVERAGE:
have a cumentliability insurance policy or its substantial .
Yes No p equivalent which meets the requirements of MGL Ch. 142
U you have checked yes. please Indicate the type coverage by checking the appropriate box.
A flabli ty insurance policy
Other type of indemnity ❑ Bond ❑
OWNER'S. INSURANCE WAIVER: i am aware that the licenseedoes not have the insurance coverage required b
Chapter 142 of the Mass. General Laws, and that my signature on this permit Y
application waives this requirement.
Check one:
lure o Owner or Owner s Agent Owner❑ Agent ❑
I hereby certify that all oppf�� the details and information I have submitted (or entered) in
PwUnmt provisions of 9 Mass mbing work and installations Performed under the perms nation are true and soca to to the best of my
t3y Massachusetts State Gas tide and Chapter IS of the this appiicatbn wllU n pica an
T ��:
Title �na are o
um r or
ibFF`t Jo�urne�an Ucense Number 8697
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Date...I�... ...
TOWN OF NORTH ANDOVER =
PERMIT FOR WIRING a
8
io
This certifies that ...... �..� �!.a.`!....... .w...e............................
has permission to perform ......
wiring in the building of 7v .... C .(Z. .t..�' f .......................CCR
................ .... .
7 %� o
�.......d.:.l....,�! G� .................. . North Andover, Masi;
Fee..,,J.S -oa) Lic. No .1.. , l ...............................................................
ELECTRICAL INSPECTOR
C � R 39J-3
WHITE: Applicant CANARY: Building Dept. PINK: Treasurer
u4t l!ommnnweulth at 6ar4use s, "gs tree trrfry 137e7
permit �,--
Ecpttritncctt of Public $nfcrg pankef�
occucy ♦ Fee 0oc�
BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 3/90 Peaw bi np
APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK
All work to be performed in accordance with the Massachusetts Electrical Code, 527 CMR 12:00
(PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date
Q* or Town of NORTH ANDOVER To the Inspector of Wires-.,
The udersigned applies for a permit t Oct m trw electrical wo descrO d below,
Location (Street 3 Number)
Owner or Tenant -k-7
Owner's Address
13 this permit. in conj with a buil ing mit: Yes _ �NI (Check Appropriate
Razi
Purpose of Builds g Utility Authorization No 0' 11"(
Existing Service too Amp S1 �_)'(D_jo��VoiIs Overhead "'
Undgrnd F1No. of Melers �.�; •
New Service AmPs�o�o ' IVolts Overhead Und rna
9 C No. of Meters
Number of Feeders and Ampaclty
Location and Nature of Proposed Electrical WorK
No. of Lignting Outlets I No. of Hot '.cs I No. of Transformers Total
KVA
No. of Lignttng Pictures i Swimming Pco, Aocve.— :n- 7
grra _ grno. _ I Generators KVA
No. of Receotacte Outlets I No. of Oil corners I No. of Emergency Lighting
Battery Units
No. of Switch Outlets I No. or Gas _ :rrers
FIRE ALARMS No. of Zonee
No. of Ranges
I No. CI Air C.:r.c. O1di
No. of Detection and
Cns
Initiating Devices
No: of Disoosats
I No.of Heal Tota' --otat
aur'=s -ons
KW
No. of Sounding Devices
No. Of Oishwasners SoaCeiArea rileatiro K\•/
No. of Seif Contained
OeleCttOM$Ounding Devices
No. of Oryers I Heating Cev.ces KW
Local — Municipal ^Other
Connection '
Sig of NU 1:
NO. of Water Heaters KW Signs 9a las:s
Low Voltage i
Wiring
No. Hybro Massage Tuos ' I No. of Moicrs alai HP
OTHER:
INSURANCE COVERAGE. Pursuant :o the reouiremenis --i '.tassacni-secs ;enerat Laws
I have a current Liability Insurance Policy inciuoing C„mc:efec Cceraiions Coverage or
have submittab valid proof of same to Office.
its substantial equivalent, Yt:g — NO I
the YES = VO = If you nave checked
cnecking the approonate box.
YES. pteaae inoicate the type of coverage sly
INSURANCE = aONO = OTHER = tPlease Scec:..0
Estimated Value of Voctncal Work S
(Exotration Oatei
Work to Start Insoec:ion Date �aci.es:ec: Rough
Final
Signed under the.Penait.s of Penury.
FIRM NAME ll
LicenseeHca 144UC.
NO.
LIC. NO..��
Address l
Sus. Tel. No.
All. Tel. NO, i
OWNER'S INSURANCE WAIVER: I am aware That the L:censee toes not nave ine insurance coverage or Its substantial equivalent as rw
4111611100 by Massachusetts General Laws: ano that my sig aturs Jn :^,is cermit application waives this requiremM6 Owner Agent
)Piesis Cnetk one)
sieonone No.
'0 �
PERMIT FEE
•- lS�q stir of Owner or Agent)
S
sMYt
2859
Date.-'.�!...�.� ••••
0
NORTH TOWN OF NORTH ANDOVER
' PERMIT FOR GAS INSTALLATION
S
This certifies that . �'.. •- g
has permission for gas i stallation-- D—
in the buildings"of......... • • • • • • • e
at .. —a. (L'2Z�o... North Andover, Mass.
Lic. No... .F,%... ..........................
GAS INSPECTOR
WHITE: Applicant CANARY: Building Dept. PINK: Treasurer
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Location / U4 J
No. %� r Date
N�RTN TOWN OF NORTH ANDOVER
Certificate of Occupancy $
;743 CHU tt� Building/Frame Permit Fee $ �
s�cHus
Foundation Permit Fee $
Other Permit Fee $
TOTAL $�
Check #
15841 /Building Inspector
.it
The Commonwealth of Massachusetts
Lot Area (sq) j + r�(� rromagetn/
�l U
State Board of Building Regulations and
TOWN OF NORTH ANDOVER
Standards
BUILDING DEPARTMENT
Massachusetts State Building code
Provided
780 CMR
Provides
APPLICATION TO CONSTRUCT REPAIR, RENOVATE, CHANGE THE USE OF OCCUPANCY OF, OR DEMOLISH ANY
BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING
Building Permit Number: l a- q I Date Issued:
L
Signature:
Building Commissioner/Inspector of Buildings Date
SECTION i- SITE INFORMATION
1.1 Property A�.ress: , 1.2 Assessors Map and Parcel Number.
A t n I 4pi
Map Number Parcel Number e
ZoningDistrict Proposed Use
Lot Area (sq) j + r�(� rromagetn/
�l U
1.6 Building Setback ft.
Front Yard
Side Yard
Rear Yazd
Required
Provided
Required
Provides
Required
Provided
Address
Expiration Date
Signature Telephone
107 Water Supply 9M.G.L.C.40.4 § 54)
PuPrivate a
b c
L5. Flood Zone Information:
Zone n Outside Flood Zone a
1.8 Sewerage Disposal System:
Municipals C On Site Disposal System
2.1 Owner of Record
Name (Print) Address:
�c�s ►3c�� �,�e-; I s. 'Y,
Signature Telephone , ` 9S
2.2 Authorized Agent:
Name (Print Address
Signature Telephone
QPrTInNA CnNQTV1T1-T1nN 1,FRV1rPQ M12 P12n1VrT r FCC THAN 2C firm r 1TnT ` VVVT nv rNry nQVn QPAPV
3.1 Licensed Construction Supervisor:
Not Applicable Q
Licensed Construction Supervisor:
License Number
Addfiess
Expiration Date
Sign;J\ture Telephone
3.2 Registered Home Improvement Contractor:
Not Applicable Q
Company Name
Registration Number
Address
Expiration Date
Signature Telephone
tcevlsea tyyi jtnt,
SECTION 6 - DESCRIPTION OF PROPOSED WORK check all applicable)
F-1 F-2
New Construction 0 Existing Building [3 1 Repairs—
Alterations E3 Addition 13
Accessory Bldg. 0 1 Demolition 0 1 Other 13
Specify
Brief Descri tion of Proposed :
t� .cMe✓� w_ [G°l bel G,7
n
S : in < 4 vAe., -)
R Residential [
R-1 R-2 R-3
S Storage Q
S-1 S-2
U Utility [3
Specify:
SECTION 7 - USE GROUP AND CONSTRUCTION TYPE
USE GROUP Check as applicable)
A Assembly A-1 A-2 A-3
A-4 A-5
B Business 13
E Educational El
F Factory 0
F-1 F-2
H High Hazard 0
IB
I Institutional 0
I-1 I-2 I-3
M Mercantile
2B
R Residential [
R-1 R-2 R-3
S Storage Q
S-1 S-2
U Utility [3
Specify:
M Mixed Use Q
Specify:
S Special 13
Specify:
COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS.
ADDITIONS AND/OR CHANGE IN USE
Existing Use Group:
Proposed Use Group:
Existing Hazard Index (780 CMR 34)
SECTION 8 - Building Height and Area
BUILDING AREA
Number of Floors or stories include
basement levels
Floor Area per Floor (sf)
Total Area (sf)
Total Height (ft)
CONSTRUCTION TYPE
IA
0
IB
0
2A
Q
2B
Q
2C
0
3A
E3
3B
El
4
Q
5A
0
5B
Q
Proposed Hazard Index (780 CMR 34)
Existing (if applicable)
Proposed
SECTION 9 - STRUCTURAL PEER REVIEW (780 CMR 110.11)
Independent Structural Engineering Structural Peer Review Required Yes 0 No 0
SECTION 10a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I, , As Owner of subject property
hereby authorize to act on
my behalf, in all matters relative to work authorized by this building permit application.
Signature of Owner Date
revised bldg form/state JMC
SECTION 10b - OWNER/AUTHORIZED AGENT DECLARATION
as Owner/Authorized Agent hereby declare
that the statements an information on the foregoing application are true and accurate, to the best of my knowledge and belief.
Signed under the pains and penalties of perjury.
'ro C. fti
Print Name
of Owner/.
SECTION 11 - ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost (Dollars) to
be completed b permit
applicant
1. Building
2. Electrical
3. Plumbing
4. Mechanical (HVAC)
5. Fire Protection
6. Total = (1+2+3+4+5'
Official Use Only
(a) Building Permit Fee
Multiplier
(b) Estimated Total Cost of
Construction from (6)
Building Permit Fee (a)x(b)•
Check Number
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The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
Boston, Mass. 02111
Workers' Compensation Insurance Affidavit
Please Print
Location:
City r ' (A Nk-4e C' Phone 0 %c� 9 � �' 9 -SO 7
� am a homeowner performing all work myself.
I am a sole proprietor and have no one working in any capacity
I am an employer providing workers' compensation for my employees working on this job.
Company name:
City: Phone #:
Insurance Co. Policv #
Company name:
Address
City: Phone #:
Insurance Co. Policy #
Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00
and/or one years' imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of ($100.00) a day against me. I
understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification.
I do herby certify under the pains and penalties of perjury that the information provided above is true and'correct.
Signatu
r, /C,dG
Print name Cx'k�s toy�'G� C,� C ` Phone # 7�S 9 Ve- 9S (J7
Official use only do not write in this area to be completed by city or town official' Building Dept
❑Check if immediate response is required Building Dept p Licensing Board
p Selectman's Office
Contact person: Phone #: Health Department
❑ Other
FORM WORKMAN'S COMPENSATION
North Andover Building Department
Tel: 978-688-9545
DEBRIS DISPOSAL FORM
In accordance with the provision of MGL c 40 S 54, a condition of Building Permit
Number is that the debris resulting from this work shall be
disposed of in a properly licensed solid waste disposal facility as defined by MGL
c11,S150A.
The debris will be disposed of in:
(Location of Facil
Ln-�
Si6n.aure of Permit Applicant
Date
NOTE: Demolition permit from the Town of North Andover must be obtained for
this project through the Office of the Building Inspector
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