HomeMy WebLinkAboutBuilding Permit #Exception - 39 HEWITT AVENUE 5/1/2018 BUILDING PERMIT ONO°T6;�tio
TOWN OF NORTH ANDOVER
APPLICATION FOR PLAN EXAMINATION
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Permit NO: Date Received ��Ssgc►+us����
Date Issued:
IMPORTANT: Applicant must complete all items on this page
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MAP NQ. PARC1NG #"�R[C ..�.��, H4 I"O`R1C D1 TF 1 yes r� .
TYPE OF IMPROVEMENT PROPOSED USE
Residential Non- Residential
❑ New Building $ One family
`4 Addition ❑ Two or more family ❑ Industrial
❑ Alteration No. of units: ❑ Commercial
❑ Repair, replacement ❑ Assessory Bldg ❑ Others:
❑ Demolition ❑ Other
"i :Septic �1JVell AC Floodp in ,k Wet(ani ,AN
�i fatershed I �stnc
y ,&' Waterl;�elNer H .'•
DESCRIPTION OF WORK TO BE PREFORMED:
Identification Please Type or Print Clearly) j
OWNER: Name: 'Se 6og-4im {Octane Phone:
Address:
<
CC}NTRRCTQR Marne Phones- `
Address:
e :
,^ ,u AM
s
.4
Supervisor's Constructlr�rt i. 6nse. ,:_ xp�+, 4Ca s j.
a-
9
forne Improvement Licehse.R *Exp. Date:
ARCHITECT/ENGINEER Phone:
Address: Reg. No.
FEE SCHEDULE:BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F.
Total Project Cost: $ FEE: $
Check No.: Receipt No.:
NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund
Signature of Agent/Owner
Signature , cdtrac€or
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 ❑
i
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF - U FORM
DATE REJECTED DATE APPROVED
PLANNING & DEVELOPMENT ❑ ❑
COMMENTS
DATE REJECTED DATE APPROVED
CONSERVATION ❑ ❑
COMMENTS
DATE REJECTED DATE APPROVED
HEALTH ❑ ❑
COMMENTS
Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes
Planning Board Decision: Comments
Conservation Decision: Comments
Water& Sewer Connection/Signature & Date Driveway Permit
Located at 384 Osgood Street
FIRE DEPARTMENT -Terr�p duitmpste air side
yes
no
Located at:1 24:.Meir Streets `
Fire Department signature/date
� ...
$ :.
Hewitt Addition Cost
John $659000
Plumbing 6,000
Electrical 500
Insulation 39000
HVAC . 89000
Flooring 79000
Plaster/Walls 69000
Finish 59000
Extra 5,000
Total $1109000
CERTIFIED PLOT PLAN
LOCATED IN NORTH ANDOVER, MASS.
SCALE.1"=30' DATE 711012006
4/04/2007
Scott L. Giles R.P.L.S.
Frank. S. Giles R.P.L.S.
50 Deer Meadow Road
North Andover, Mass.
rn
160'
zo ABOVEGROUND
POOL DECK GARAGE
SHED 2'+1-
,J
CO LOTS #2294235 �0
PLAN#0360 N.E.R.D. z STY W.F. 4i
15,047 S.F. +/- 2 STORY DWELLING 0)
ADDITION 28'+/-
#39
N
e�
160'
HEW/TT AVENUE
I CERTIFY THAT OFFSETS SHOWN ARE FOR THE USE 1N 0
THE OFFSETS OF THE BUILDING INSPECTOR ONLY
SHOWN COMPLY
AND SUCH USE IS FOR THE CD.
WITH THE ZONING DETERMINATION OF ZONINGX072r
BYLAWS OF CONFORMITY OR NON-CONFORMITY 01 TE
NORTHANDOVER WHEN CONSTRUCTED. LLA
WHEN BUILT
!� ZOo
A,:1., TOWN OF NORTH ANDOVER
f�� OFFICE OF
BUILDING DEPARTMENT
�• 't' 1600 Osgood Building" d Sg..0, Suite 2-64
North,Xndover, :Massachusetts 0
^CHuct 1845
Gerald A. Brown
Inspector of Buildings Telephone(97,F)688-9545
HOMEOVb'NER LICENSE EXEMPTION
h!e;151'print
DATE:_ S —L( . (�
JOB LOCATION: 3q_ HEw I� 11 VE_ (�
'Number Street;lddress �l �( —a35
_ ;�•[ap;Lot
FiO,titEO�i�'NER_�.. ��I�t�� � '
Mame Home Phone
Work Phone
PRESENT MAILING ADDRESS
, City Town
State Zip Code
The current exemption for"homeowners"was extended to include owner-occupied dwellings to two units or less and
to allow such homeowners to engage an individual for hire who does no
acts as supervisor). State Building (Code Section 108.3.5.1) t possess a license,provided that the owner
DEFINITION OF HOMEOWNER
Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to
be,a one or two F,mily structures. A person who constructs more that one home in a two-year period shall not be
considered a homeowner.
,The undersigned"homeowner"assumes responsibility for compliances with the State Building Code and other
+pplicable codes, by-laws, rules and regulations.
The undersigned"homeowner"certifies that he,she understands the Town of North Andover Building Department
minimum inspection procedures and requirements and that he.'she wi compiv with said procedures and
requirements.
HO IEOWb ERS SIGNATURE
APPROVM.OF BUILDING 0FF1C ,Q
� rm Hnmrr,n'r<F.: :,ol-iir.n
w
Permit#
Permit Date
REScheck Software Version 3.7.3
Compliance Certificate
Project Title: Addition for Sebastian & Norma Patane
Report Date:04/02/07
Data fiienam:C:Vrogram F4eslChecklREScheck127-05.rck
Energy Code: Massachusetts Energy Code
Location: North Andover, Massachusetts
Construction Type: 1 or 2 Family,Detached
Heating Type: Other(Non-Electric Resistance)
Glazing Area Percentage: 12%
Heating Degree Days: 6322
Construction Site: Owner/Agent: Designer/Contractor:
39 Hewitt Ave
North A9dover,MA 01845
Ceiling 1:Flat Ceiling or Scissor Truss: 590 30.0 0.0 21
Wall 1,Wood Frame,16"o.c.: 1146 19.0 0.0 61
Window 1:Vinyl Frame:Double Pane with Low-E: 136 0.400 54
Basement Wall 1:Solid Concrete or Masonry: 506 5.0 0.0 52
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 64 30.0 0.0 2
Floor 2:Ali-Wood Joist/Truss:Over Outside Air: 18 30.0 0.0 1
Boiler 1:Other(Except Gas-Fired Steam):82 AFUE
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 Massachusetts Energy
Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection
Checklist The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard
Design Conditions found in th .The HVAC equipment selected to heat or cool the building shall be no greater than 125%of
the desipRip as s ons 780CMR 1310 and J4.4.
Builder/Designer Company Name to
Addition for Sebastian Norma Patane Page 1 of 4
REScheck Software Version 3.7.3
Inspection Checklist
Date: 04/02/07
Ceilings:
❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation
Comments:
Above-Grade Walls:
❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation
Comments:
Basement Walls:
❑ Basement Wall 1:Solid Concrete or Masonry,7.9'ht/6.5'bg/7.9'insul,R-5.0 cavity insulation
Comments:
Windows:
❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.400
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Floors:
❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation
Comments:
❑ Floor 2:All-Wood Joist/Truss:Over Outside Air,R-30.0 cavity insulation
Comments:
Heating and Cooling Equipment:
❑ Boiler 1:Other(Except Gas-Fired Steam):82 AFUE or higher
Make and Model Number:
Air Leakage:
❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed.
❑ When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements:
1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or
gasketed to prevent air leakage into the unconditioned space.
2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the
conditioned space to the ceiling cavity.The lighting fixture shall have been tested at 75 PA or 1.57 Ibs/ft2 pressure difference
and shall be labeled.
Vapor Retarder:
❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials Identification:
❑ Materials and equipment must be identified so that compliance can be determined.
❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided.
❑ Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or
specifications.
Duct Insulation:
Addition for Sebastian&Norma Patane Page 2 of 4
b
❑ Ducts shall be insulated per Table J4.4.7.1.
Duct Construction:
❑ All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud
bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to
the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not
permitted.
❑ The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
❑ Thermostats are required for each separate HVAC system.A manual or automatic means to partially restrict or shut off the
heating and/or cooling input to each zone or floor shall be provided.
Heating and Cooling Equipment Sizing:
❑ Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections
780CMR 1310 and J4.4.
Circulating Hot Water Systems:
❑ Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from
non-depletable sources.Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
❑ HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table
2.
Addition for Sebastian&Norma Patane Page 3 of 4
1•
Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2:Minimum Insulation Thickness for HVAC Pipes
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range("F) 2"Runouts V and Less 1.25"to 2.0" 2.5"to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0
Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD:(Building Department Use Only)
Addition for Sebastian&Norma Patane Page 4 of 4
,
Double 1-3/4" x 18i°VERSA-LAMO 2.0 3100 SP Roof Beam\RB01
BC CALCO 9.3 Design Report- US 1 span I No cantilevers 10/12 slope Monday, May 14, 2007 14:27
Build 057
File Name: BC CALC Project
Job Name: SEBASTIAN & NORMA PATANE Description: RB01
Address: 39 HEWITT AVE Specifier:
City, State, Zip: NORTH ANDOVER , MA Designer:
Customer: Company:
Code reports: ESR-1040 Misc:
'_�o
12
r— I
20-00-00
BO 131
DL 1977 lbs DL 1977 lbs
SL 4200 lbs SL 4200 lbs
Total of Horizontal Design Spans=20-00-00
Load Summary 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 20-00-00 15 35 12-00-00
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 30886 ft-lbs 57.5% 115% 3 1 - Internal Completeness and accuracy of input must
End Shear 5206 lbs 37.8% 115% 3 1 - Left be verified by anyone who would rely on
Total Load Defl. L/367 (0.654") 49.0% 3 1 output as evidence of suitability for
Live Load Defl. L/540 (0.444") 66.7% 3 1 particular application.Output here based
Max Defl. 0.654" 65.4% 3 1 on building code-accepted design
Span/ Depth 13.3 Na 1 properties and analysis methods.
p p Installation of BOISE engineered wood
products must be in accordance with
Notes current Installation Guide and applicable
Design meets Code minimum (L/180) Total load deflection criteria. building codes.To obtain Installation Guide
or ask questions,please call
Design meets User specified (L/360) Live load deflection criteria. (800)232-0788 before installation.
Design meets arbitrary (1") Maximum load deflection criteria.
Minimum bearing length for BO is 2-3/8". BC CALCO, BC FRAMERO,AJSTM
Minimum bearing length for B1 is 2-3/8". ALLJOISTO,BC RIM BOARD TM BCIO ,
Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min, end bearing + BOISE GLULAMTM,SIMPLE FRAMING
1/2 intermediate bearing SYSTEMO,VERSA-LAMO,VERSA-RIM
g PLUSO,VERSA-RIM@,
Member Slope = 0, consider drainage. VERSA-STRANDO,VERSA-STUDO are
trademarks of Boise Wood Products,
Connection Diagram L.L.C.
- b v- d—
r. . Disclaimer:
The supplier acknowledges that it has requested JSN Associates, Inc.
c to review a pre-engineered building product identified as above for
I the span and loading conditions shown on this calculation sheet.
.-1 • ' The supplier further acknowledges that JSN Associates, Inc,will
not engineer,design,manufacture or erect said item and is notass+�,
responsible in any way for defects or deficiencies. Therefore,the ,��►
a minimum = 2" c= 14" supplier waives all claims against JSN Associates, Inc.arising in ��° JEFFREY S. A
b minimum = 3" d = 12" any way from any defects,deficiencies,errors or omissions in the u NAWROCKII «'
Member has no side loads. load determination,design,fabrication or erection of said item.., STRUCTURAL
Connectors are: 16d Common Nails Note: �.. No.34168
Adequate design of supporting structure must be provided by others
• `�sCrStEaE� �
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Page 1 of 1
1HOISE" Triple 1-3/4" x 11-7/$" VERSA-LAM® 2.0 3100 SP Floor Beam1F1301
BC CALCO 9.3 Design Report- US 2 spans No cantilevers 10/12 slope Monday, May 14, 2007 14:16
Build 057
File Name: BC CALC Project .
Job Name: SEBASTIAN & NORMA PATANE Description: FB01
Address: 39 HEWITT AVE Specifier:
City, State, Zip: NORTH ANDOVER , MA Designer:
Customer: Company:
Code reports: ESR-1040 Misc:
1
A 17-06-04 02-05-1
BO B1 B2
LL 3284 lbs LL 12250 lbs LL 577 lbs
DL 1761 lbs DL 6573 lbs DL 0 lbs
Total of Horizontal Design Spans=20-00-00
Load Summary 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 20-00-00 40 20 12-00-00
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 17252 ft-lbs 54.1% 100% 14 1 - Internal Completeness and accuracy of input must
Neg. Moment -24863 ft-lbs 77.9% 100% 1 1 - Right be verified by anyone who would rely on
End Shear 9965 lbs 84.1% 100% 14 2- Right output as evidence of suitability for
Cont. Shear 10106 lbs 85.3% 100% 1 2 - Left particular application.Output here based
Uplift 9691 lbs n/a 14 2- Right on building code-accepted design
p g properties and analysis methods.
Total Load Defl. L/406 (0.518") 59.1% 14 1 Installation of BOISE engineered wood
Live Load Defl. L/624 (0.337") 77.0% 14 1 products must be in accordance with
Total Neg. Defl. -0.011" 2.3% 14 2 current Installation Guide and applicable
Max Defl. 0.518" 51.8% 14 1 building codes.To obtain Installation Guide
Span / Depth 17.7 n/a 1 or ask questions,please call
(800)232-0788 before installation.
Cautions BC CALCO,BC FRAMERS,AJST""
Uplift of 9691 lbs found at span 2 - Right. BOISE GLU, M RIM SIMPLE
F BOARDTM,BCIG,
BOISE GLULAMT"^ SIMPLE FRAMING
Notes SYSTEMO,VERSA-LAMO,VERSA-RIM
PLUS@,VERSA-RIMO,
Design meets Code minimum (L/240) Total load deflection criteria. VERSA-STRAND@,VERSA-STUDO are
Design meets User specified (L/480) Live load deflection criteria. trademarks of Boise Wood Products,
Design meets arbitrary (1") Maximum load deflection criteria. L.L.C.
Minimum bearing length for BO is 1-1/2".
Minimum bearing length for B1 is 4-3/4".
Minimum bearing length for B2 is 1-1/2".
Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 m1k end bearing +
1/2 intermediate bearing
Connection Diagram
b � d
a j Disclaimer:
Irt o o The supplier acknowledges that it has requested JSN Associates, Inc. �tN M
c to review a pre-engineered building product identified as above for
11 the span and loading conditions shown on this calculation sheet. JEFFREY S.
e
o o o The supplier further acknowledges that JSN Associates, Inc.will NAWROGKI M
not engineer,design, manufacture or erect said item and is not
CTURAL
responsible in any way for defects or deficiencies. Therefore,the No.34168
supplier waives all claims against JSN Associates, Inc.arising in
a minimum = 2" c= 7-7/8" any way from any defects,deficiencies,errors or omissions in the
b minimum = 3" d = 12" load determination,design,fabrication or erection of said item. » :��"�
e minimum = 3" Note:
Member has no side loads. Adequate design of supporting structure must be provided by others
Connectors are: 16d Common Nails
Page 1 of 1
Triple 1-314" x 14""VERSA-LAM® 2.0 3100 SP Floor Beam1F1302
BC CALCO 9.3 Design Report- US 1 span No cantilevers 0/12 slope Monday, May 14, 2007 14:22
Build 057
File Name: BC CALC Project
Job Name: SEBASTIAN & NORMA PATANE Description: FB02
Address: 39 HEWITT AVE Specifier:
City, State, Zip: NORTH ANDOVER , MA Designer:
Customer: Company:
Code reports: ESR-1040 Misc:
6
I
L� 12-06-00
BO 131
LL 7123 lbs LL 4211 lbs
DL 5627 lbs DL 3925 lbs
SL 2734 lbs SL 2734 lbs
Total of Horizontal Design Spans= 12-06-00
Load Summary 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 12-06-00 40 20 00-08-00
2 WALL Unf. Lin. (plf) Left 00-00-00 04-00-00 io 60 n/a
3 WALL Unf. Lin. (plf) Left 08-00-00 12-06-00 0 60 n/a
4 ROOF Unf. Area (psf) Left 00-00-00 12-06-00 15 35 12-06-00
5 POINT LOAD FROM F1305 Conc. Pt. (Ibs) Left 01-06-00 01-06-00 7600 4366 n/a
6 POINT LOAD FROM F1304 Conc. Pt. (Ibs) Right 01-00-00 01-00-00 3400 1907 n/a
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 26264 ft-Ibs 52.4% 115% 2 1 - Internal Completeness and accuracy of input must
End Shear 14560 Ibs 90.7% 115% 2 1 - Left be verified by anyone who would rely on
Total Load Defl. L/462 (0.324") 51.9% 2 1 output as evidence of suitability for
Live Load Defl. L/720 (0.208") 66.7% 2 1 particular application.Output here based
% 2 1 on building code-accepted design
Max Defl. 0.324" 32.4
Span / Depth 10.7 n% 1 properties and analysis methods.
P p Installation of BOISE engineered wood
products must be in accordance with
Notes current Installation Guide and applicable
Design meets Code minimum (L/240) Total load deflection criteria. building codes.To obtain Installation Guide
Design meets User specified (L/480) Live load deflection criteria. (8 ask questions,please call
(800)232-0788 before installation.
Design meets arbitrary (1") Maximum load deflection criteria.
Minimum bearing length for BO is 3-7/8". BC CALCO,BC FRAMER@,AJ STM,
Minimum bearing length for B1 is 2-3/4". ALLJOISTO,BC RIM BOARD TM,BCI@,
Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + BOISE GLULAMT"" SIMPLE FRAMING
1/2 intermediate bearing SYSTEM@,VERSA-LAMO,VERSA-RIM
PLUS@,VERSA-RIM@,
Connection Diagram Disclaimer: VERSA-STRAND®,VERSA-STUD®are
b d— The supplier acknowledges.. at it lids requested issociat L`garks of
Boise Wood Products,
to review a pre-engineered building product identified as above�br'
as the span and loading conditions shown on thicalculation sheet.
o T o The supplier further acknowledges that JSN Associates, Inc.will
c not engineer,design, manufacture or erect said item and is not
L�. responsible in any way for defects or deficiencies. Therefore,the
e ° ° ° supplier waives all claims against JSN Associates, Inc.arising in
any way from any defects,deficiencies,errors or omissions in the
load determination,design,fabrication or erection of said item. e, JEFFREY S.
a minimum = 2" c = 10" Note: ` NAWROCKI «
b minimum = 3" d = 12" Adequate design of supporting structure must be provided by others STRUCTURAL
e minimum = 3" designof'side-lNo•34168
de
Connection design assumes point load is'to load'. For connection 'of-,,de-l'oaded'point loads, +�0�, 0/sy ItElo
please consult a technical representative or professional of Record. kAt tMb�
Member has no side loads. /
Concentrated loads are not considered in side load analysis.
Connectors are: 16d Common Nails
Page 1 of 1
0
Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam1F1303
BC CALCO 9.3 Design Report- US 1 span No cantilevers 10/12 slope Monday, May 14, 2007 14:16
Build 057
File Name: BC CALC Project
Job Name: SEBASTIAN & NORMA PATANE Description: F1303 j
Address: 39 HEWITT AVE Specifier:
City, State, Zip: NORTH ANDOVER , MA Designer:
Customer: Company:
Code reports: ESR-1040 Misc:
V `Y ._4.._�' —'A'-_ `!-�_-Y _Z_► -T_7 9__Y °L_t�_�!!- 7 1 7 L.'fes_'%`�4� V W ro' v��X_`�" "�_P_-Y _Y__`�_I_1
® 09-00-00
BO B1
LL 810 lbs LL 810 lbs
DL 437 lbs DL 437 lbs
Total of Horizontal Design Spans=09-00-00
Load Summary 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 09-00-00 40 20 04-06-00
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure .
Pos. Moment 2806 ft-lbs 33.5% 100% 1 1 - Internal Completeness and accuracy of input must
End Shear 1059 lbs 22.0% 100% 1 1 - Left be verified by anyone who would rely on
Total Load Defl. L/587 (0.184") 40.9% 1 1 output as evidence of suitability for
Live Load Defl. L/903 (0.12") 53.1% 1 1 particular application.Output here based
Max Defl. 0.184" 18.4% 1 1 on building code-accepted design
properties and analysis methods.
Span / Depth 14.9 n/a 1 Installation of BOISE engineered wood
products must be in accordance with
Notes current Installation Guide and applicable
Design meets Code minimum (L/240) Total load deflection criteria. building codes.To obtain Installation Guide
Design meets User specified (L/480) Live load deflection criteria. (8 ask questions,please call
(800)232-0788 before installation.
Design meets arbitrary (1") Maximum load deflection criteria.
Minimum bearing length for BO is 1-1/2". BC CALCO,BC FRAMER@,AJSTM,
Minimum bearing length for 131 is 1-1/2". ALLJOISTO,BC RIM BOARD TM,BCI@,
Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + BOISE GLULAMM,SIMPLE FRAMING
1/2 intermediate bearing SYSTEMO,VERSA-LAM@,VERSA-RIM
PLUSO,VERSA-RIM@,
VERSA-STRAND®,VERSA-STUD@ are
Connection Diagram trademarks of Boise Wood Products,
b d L.L.C.
a Disclaimer:
TThe supplier acknowledges that it has requested JSN Associates,Inc.
c to review a pre-engineered buKding product identified as above for
the span and loading conditions shown on this calculation sheet.
�1 The supplier further acknowledges that JSN Associates, Inc.will
not engineer, design,manufacture or erect said item and is not
responsible in any way for defects or deficiencies. Therefore,the tN a�
a minimum = 2" c= 3-1/4" supplier waives all claims against JSN Associates, Inc.arising in �� JEFFREY S. �
b minimum = 3" d = 12" any way from any defects, deficiencies,errors or omissions in the NAWROCKi «
load determination,design,fabrication or erection of said item.
Member has no side loads. Note: STRUCTURf.L
Connectors are: 16d common Nails Adequate design of supporting structure must be provided by others No.34168
/STERE E�!
Es$ LE
Page 1 of 1
Triple 1-314" x 14"VERSA-LAM® 2.0 3100 SP Floor Beam\FB04
BC CALCO 9.3 Design Report- US 1 span No cantilevers 10/12 slope Monday, May 14, 2007 14:17
Build 057
File Name: BC CALC Project
Job Name: SEBASTIAN & NORMA PATANE Description: FB04
Address: 39 HEWITT AVE Specifier:
City, State, Zip: NORTH ANDOVER , MA Designer:
Customer: Company:
Code reports: ESR-1040 Misc:
20-00-00
BO
B1
LL 3400 lbs LL 3400 lbs
DL 1907 lbs DL 1907 lbs
Total of Horizontal Design Spans=20-00-00
Load Summary 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 20-00-00 40 20 08-06-00
Controls Summary value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 26534 ft-lbs 60.9% 100% 1 1 - Internal Completeness and accuracy of input must
End Shear 4649 lbs 33.3% 100% 1 1 - Left be verified by anyone who would rely on
Total Load Defl. L/302 (0.796") 79.6% 1 1 output as evidence of suitability for
Live Load Defl. L/471 (0.51") 76.5% 1 1 particular application.Output here based
Max Defl. 0.796" 79.6% 1 1 on building code-accepted design
properties and analysis methods.
Span/ Depth 17.1 n/a 1 Installation of BOISE engineered wood
products must be in accordance with
Notes current Installation Guide and applicable
Design meets Code minimum (L/240) Total load deflection criteria. building codes.To obtain Installation Guide
Design meets Code minimum (L/360) Live load deflection criteria. (8 ask questions,please call
(800)232-0788 before installation.
Design meets arbitrary (1") Maximum load deflection criteria.
Minimum bearing length for BO is 1-1/2". BC CALC@,BC FRAMER@,AJSTM,
Minimum bearing length for B1 is 1-1/2". ALLJOISTO,BC RIM BOARDTM,BCIO,
Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + BOISE GLULAMT" SIMPLE FRAMING
1/2 intermediate bearing SYSTEM@,VERSA-LAM@,VERSA-RIM
PLUS@,VERSA-RIMO,
VERSA-STRANDO,VERSA-STUD@ are
Connection Diagram trademarks of Boise Wood Products,
b r- --d-- L.L.C.
1 � 70'Disclaimer:
1 o T o The supplier acknowledges that it has requested JSN Associates,Inc.
c 0 to review a pre-engineered boding product identified as above for
i the span and loading conditions shown on this calculation sheet.
e i o 0 0 The supplier further acknowledges that JSN Associates, Inc.will
1 not engineer,design, manufacture or erect said item and is not
responsible in any way for defects or deficiencies. Therefore,the tN _ ��
a minimum = 2" c = 10" supplier waives all claims against JSN Associates, Inc.arising in
any way from any defects,deficiencies,errors or omissions in the JEFFREY'S.
b minimum = 3" d = 1 load determination,design,fabrication or erection of said item. NAWROCKI 40
e minimum = 3" Note: STRUCTURAL
Member has no side loads. Adequate design of supporting structure must be provided by others No.34168
Connectors are: 16d Common Nails
+�C �fArSTt � @
�E�SJ086
Page 1 of 1
Triple 1-3/4" x 18"VERSA-LAM0 2.0 3100 SP Floor Beam1FB05
BC CALCO 9.3 Design Report- US 1 span I No cantilevers 0/12 slope Monday, May 14, 2007 14:19
Build 057
File Name: BC CALC Project
Job Name: SEBASTIAN & NORMA PATANE Description: FB05
Address: 39 HEWITT AVE Specifier:
City, State, Zip: NORTH ANDOVER , MA Designer:
Customer: Company:
Code reports: ESR-1040 Misc:
2
3
!
d 20-00-00
BO B1
LL 3400 lbs LL 3400 lbs
DL 4366 lbs DL 4366 lbs
SL 4200 lbs SL 4200 lbs
i
Total of Horizontal Design Spans=20-00-00
Load Summary 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 20-00-00 40 20 08-06-00
2 WALL Unf. Lin. (plf) Left 00-00-00 20-00-00 '0 60 n/a
3 ROOF Unf. Area (psf) Left 00-00-00 20-00-00 15 35 12-00-00
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 59829 ft-lbs 74.3% 115% 2 1 - Internal Completeness and accuracy of input must
End Shear 10084 lbs 48.8% 115% 2 1 - Left be verified by anyone who would rely on
Total Load Defl. L/284 (0:844") 84.4% 2 1 output as evidence of suitability for
Live Load Defl. L/448 (0.536") 80.4% 2 1 particular application.Output here based
Max Defl. 0.844" 84.4% 2 1 on building code-accepted design
properties and analysis methods.
Span/ Depth 13.3 n/a 1 Installation of BOISE engineered wood
products must be in accordance with
Notes current Installation Guide and applicable
Design meets Code minimum (L/240) Total load deflection criteria. building codes.To obtain Installation Guide
or ask questions,please call
Design meets Code minimum (L/360) Live load deflection criteria. (800)232-0788 before installation.
Design meets arbitrary (1") Maximum load deflection criteria.
Minimum bearing length for BO is 3". BC CALCO,BC FRAMER@,AJSTM
Minimum bearing length for B1 is 3". ALLJOISTO,BC RIM BOARD TM, BCIO,
Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + BOISE GLULAMTM,SIMPLE FRAMING
1/2 intermediate bearing SYSTEM@,VERSA-LAMO,VERSA-RIM
PLUSO,VERSA-RIM@,
VERSA-STRAND@,VERSA-STUD@ are
Connection Diagram trademarks of Boise Wood Products,
1�• b d Disclaimer: L.L.C.
The supplier acknowledges that it has requested JSN Associates, Inc.
i T 0 to review a pre-engineered building product identified as above for
c the span and loading conditions shown on this calculation sheet.
The supplier further acknowledges that JSN Associates, Inc.will
e—( 0 0 0 not er:gineer, design, manufacture or erect said item and is not
T resnnr:sible in any way for defects or deficiencies. Therefore,the
supplier waives all claims against JSN Associates, Inc.arising in
a minimum = 2" c= 14" any way from any defects,deficiencies,errors or omissions in the JEiiRf'3k?Y�.
b minimum = 3" d = 12" load determination,design,fabrication or erection of said item. Ifi�C I
e minimum = 3" Note:
Adequate design of supporting structure must be provided by othe
Member has no side loads. f4o.34768
Connectors are: 16d Common Nails /SS tICE;
O .
s�ONAI
Page 1 of 1
Double 1-314" x 7-11.4" VERSA-LAM(g) 2.0 3100 SP Floor Beam1F1306
BC CALCO 9.3 Design Report- US 1 span No cantilevers 0/12 slope Monday, May 14, 2007 14:31
Build 057
File Name: PATANE
Job Name: SEBASTIAN & NORMA PATANE Description: F1306
Address: 39 HEWITT AVE Specifier:
City, State, Zip: NORTH ANDOVER , MA Designer:
Customer: v Company:
Code reports: ESR-1040 Misc:
- -- 2
7.
04-00-00
80
61
LL 2100 lbs LL 2100 lbs
DL 1003 lbs DL 1003 lbs
Total of Horizontal Design Spans=04-00-00
Load Summary 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 04-00-00 0 0 01-00-00
2 ROOF BEAM ABOVE Conc. Pt. (Ibs) Left 02-00-00 02-00-00 4200 1977 n/a
Controls Summary value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 6187 ft-lbs 73.9% 100% 1 1 - Internal Completeness and accuracy of input must
End Shear 3098lbs 64.3% 100% 1 1 - Left be verified by anyone who would rely on
Total Load Defl. L/748 (0.064") 32.1% 1 1 output as evidence of suitability for
Live Load Defl. 01103 (0.044") 43.5% 1 1 particular application.Output here based
Max Defl. 0.064" 6.4% 1 1 on building code-accepted design
properties and analysis methods.
Span/ Depth 6.6 n/a 1 Installation of BOISE engineered wood
products must be in accordance with
Notes current Installation Guide and applicable
Design meets Code minimum (L/240)Total load deflection criteria. building codes.To obtain Installation Guide
Design meets User specified (L/480) Live load deflection criteria. (8 ask questions,please call
(800)232-0788 before installation.
Design meets arbitrary (1") Maximum load deflection criteria.
Minimum bearing length for BO is 1-1/2". BC CALCO,BC FRAMER@,AJSTM,
Minimum bearing length for 131 is 1-1/2". ALLJOISTO, BC RIM BOARD TM, BC10,
Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + BOISE GLULAMTPd,SIMPLE FRAMING
1/2 intermediate bearing SYSTEMO,VERSA-LAMO,VERSA-RIM
Disclaimer: PLUS@,VERSA-RIM@,
Connection Diagram The supplier acknowledges that it has requested JSN Associates,IWSA-STRAND@,VERSA-STUD@ are
trade
�� b d— to review a pre-engineere uilding product identirted�bove for
L.L.Cmarks of Boise Wood Products,
ahe span and loading conditions shown on this calculation sheet.
• T• . is SUpplier further acknowledges that JSN Associates, Inc.willlot;+nglneer,design,manufacture or erect said item and is not
in any way for defects or deficiencies. Therefore,the
L!pplier waives all claims against JSN Associates,Inc.arising in
• 'any way from any defects,deficiencies,errors or omissions in the
load determination,design,fabrication or erection of said item.
Note:
a minimum = 2" c= 3-1/4" Adequate design of supporting structure must be provided by others
b minimum = 3" d = 12"
G
Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, >> JEFFREY S.
please consult a technical representative or professional of Record. u NAMrROCKI r
Member has no side loads.
Concentrated loads are not considered in side load analysis. STRUCTURAL
Connectors are: 16d Common Nails No.34168
�f01STE 0
��REaSlOgA4 fNo��
.
Page 1 of'1
r
.4CI�CI�/z`/Or1
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NoHh Ahalovw,, 1Y,,4 01,94.50
978687-3583 '
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F/nbJi Grade
�ronf �/��afior�
+�Q//dfia�/oma to be!Rs/d Yer/!/ed andchs[xdes made accord/ng�
e Extei/or61WOV,,tr/ni mau/dAffs aaddeta//s"perbu//deratiecdKal(�m�
e f/n/shgrade/s shoran as A5 be%m top ol-lowed[/m
f See RESeheek EnerrgyA[, &w1s Repor[For a///nsu/atoo R Values, 4/en ceom//,Po B,;.AOAB
* , A a;M400,V
m/DoomM1 sredeskgnPec[AOe 07--Y7 is damag�ox n,/t Is he nfle ds/„deaBd.
oamivpnht oudae 04/02107
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Back Eye off Lrr%Vaflon
Nates•.
#F,ts/d vsr/7J�e//d/me�r,F�as
#A///,hb/xee-BW/dsr 5poc a.
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r- - - - -- - - - -- - -- -
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r ---------- Tap of Bu/khead I I Opp dEqun�a/Gn
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/%hOhGdyradG $pec/Ilq
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- ; . ;m/th damppmoF/ng
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Beam Packet � Beam above `_
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m ' -
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'- mlth 41proved vepar atom Paunaethn
b&r,(srb6mfthy
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L- -- - --- -- --- - - ---- - -- - - -
Notes" 270.5= pounda�ion F'/an �
•
Dram/ng dile 0410110 7
I
a a Lav
K/fchen
- -- -- Pad
m
68" 36" O 49"
LlYfng- �„
FELL
h w
I' al 'Poll
a —________= D/n/ng v
o >
4 �
>
a �
h
$ � O
O 5B"X49" h
56" 9'0" 56" Porch
- � Existing Scj'ua/•e Footage =,1043
Neal G017St1'uCtiOn Square Footage =498
Al Ir/r_ P/ate
# nald vel*a//d&s1,5/o1x 3//6""/O"
e Tewered G/azlrxg near lube!/B"or c/ager to moo,-
1 Oraminy dela=04/01/07
70" 50"
i.
op
O
1�'X 490
_ m k U/a/k/n ��A f f7 m 5tudy0
s
0 � OS I � � O ❑ OS
—_——__———
13)
.= O
_ ------- --------
O IU/ndam Saar =
h
5B"X 45"
56" 9b" 56"
/y,511--s
vsrP.y a//d/mensh�c
' � Tompe�d Glazbg mar tubs I/B"or c%eBr to!/aa�
1 OremNry data 04/01/07
20 b"
D
i
O �
� L
T7
B�I
Flush Frem&d ❑'
Ste&/arL l�L
Beem
/xe Adn for
post/ocethms/
O
b
Prov/de sa/Id2r block/�
of cent//ev&�ove�me//be/am
A//m&mb&r✓ens 1x k7 0/6"OG,VjVaO
# , e//dam&,�� 27-0.�= /st F/r_ Framind ===% A.
#B&er•N;///1"fin/rel
# D-lUe//s b&/aur.
-lUel%shove,
Bfy� -Be�m�byalh&rx
�/ #491-s1V date,04101/07
ZOO"
O
m
4. oo
I a
❑
0
m
Q//memhero er?x B!r7/6'O.G.(tI.N.O.J
Notes: 27-0.�= 2�d F/r_ Framing
e//d6ne�f�ma
Jt
0by ofhery.
+�Dra�ao�g dale,O-M,92/07
-----
——— —————
f 1
i
P,�Y.r�e eeceu oto
WW AUL-
/Ynm exbi/�
If
attic
, ]F—
� II II II II II II 11 11 11
II II II II II II II II II
II II II II II II II II II II II II II II II
II � II II II 11 II II II II II II I� I�
ll-4 �L SII 4 r-O I
I
4//membdm",7x/O fit/6°O.C,/LrVa)
_2��.5= ,�l ttic �ramir�d
3//6`_A2
Notes=
Q f F/e/d ver0y e//d/mer�s/o�.
Q TemPensd G/az/ny xar lube!/B"or c%er to Floor.
+�Orowrag date=04/01/07
I
r--------- -------
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o
I
I I
o RoclRamAg
I I
------------
I
I,
� -
1x/1Ribaa Bomd
4//members Ba 1x v tv/6'a--vwa/
27-0.�= 1E'oof�rami�d
'
' Moles
�' TemPersd G/az/rx3 n�sar tube!/8"arc%er to//oo� —{
Oreurhgdale-04/02/07 // i
1
G�ner�/Notes: Construction l`9aterle>9/e: Framinta P/erns:
O - Indicates Smoke Detector location Spruce P/ne Fir Al..,. 2,::r better Bea/ng l 1/2"(minJ bearing on wood cr metal.
fUal7 Sfud Size : 2 x 6 0 l6"O,C. Notches In the top or bottom or jo/aia shall
All substitutions and/or dev/atlona /Yom Wall Stud Length: 92 6/B" not exceed 1/6 depth/,/olet
lheee plane a-e the responsibility or the ('to match ex/et/ng floor to cellingJ No greater than 1/3 the depth/,Jolat
contractor. Contracicrs specifications take Not be /n the m/ddle 1/3 span,
precedent over any information presented In
these draminga. All dimensions a-e to be Flax/lnuln Allowable t��BBr-$CB/7B
field ver/fled by the contractor and any For ✓o%te/RaFtBrs
adjustments made accordinglyral Set Backe,.
Propertrty Zoning, D/mens/oFounca'atlon P/asn: Spruce-P/ne-Fir Grade No.2 or better
Sept/c Issues, etc., are the responsibility
or the owner. Vapor Barrier with 6"(min J over lapp/ng l/✓ Area(except ehsePg rooms.):
joints under concrete slab. Live Load 40 pal, Dead Load A0,001,
5moke Detectors : 2 x B ar 16 0,C,_ /1' -I 1/2"
1. /n the/mmed/ate vicinity cf bedrooms. Beam Pocket Sh/m beam With steel shims or 2 X lO m /6 0,C,= 15'-1 112'
2. /n all bedrooms. ha-d brick. The endo or mood beams shall
3. In each story of a druelling unit, including have a maintain 112"(m/n_.)air space on top Attic (no future rooms.):
basements and cellars, but not including sides i end. Limited sta age,LL 20 pal,
cram/spaces and uninhabitable attics, Dedd Load/5 per
4,l for every 1100 6q. rt. unit. Basement vent//at/on: Install 4(min.-)Sl/d/ng 1 x lO m /6"O.C._ 19'-7 1/2"
or Awninq type windows for every/500 sq
lUindowa located nea-tubs, whirlpools shall rt, or floor area mot
have tempered glazing. Min/mum G/az/ng snow Load 35 pet; Dead Load/5 per
clearance above floor 16': 2 x/0 a /6"0,C,= Ir,'-2"
Abbrev/at/ons All structural materials shall be void or any
Clr, - Clea-ance defects that may diminish their capacity to
Cox. - Concrete runt/on in an adequate manner. Structural
d/a, - Diameter ate/nue&tU14th:36"c%a-width above rail_ Eng/neer/ng or any other professional
dp. - Deep Riser= 0 I/4"(max..) Tread=/O"(min J service$ that may be required shall be
El. - Elevation Noe/ng Profile: l 1/1"(max_-) provided by others_
R, - Foo! or Feet NeeaFoom r 6=6"min/mum
Ft g - Footing
At - Ne/ghi Gus-d e//OrionIra=L/m/tet/orae
LVL - Laminated Veneer Lumber prevent 06jec! 5"(max.-)
max, - Maximum Triangula^space ®riser i tread 6"d/a. (max J
min. - Min/mum
0.C. - On Center NenaFe/%: Naw/ng 34"min, f 3B"max.height
eq - Square Meaeured vesrt/cally rrom the nosing
eq. re. - square FBes
TtG - Tongue t Groove Nanciall aip a/ze
U.N.O. - Unless Noted Otherw/ee C/rcu/a-cross section: l 1/4"min. $1"max.
- lU/de Other ehqtpe9 per/meter:4"min, t 6 1/4"max.
Crose-sectional:2 1/4"max.
3q-'-38'high
handrail(lypJ
36"high(min)
34'h h min. Horizontal
SLeF Guards l Guardrail
�� Pldn: 27—D.17 Nandrail/Guardrail
Rk go Yenf(co�XOwoue/
i1x/1R.(�ge Boed /
/xacoi/�-r.� II II II I II II �I II II II II II II II II II II I� II I�/�"/ .�'
�4o'oc. II II 'I II II ,I II II �I II I ,I/ rased
II II II II I u (m/nJ Fhbh F/oar
ROoFH� II II II II II II II II II II II II II II II I� II J/ sapeon s suvFr�-
I
���'�� 0--, II II II II II II II II II II II II II II II II �/ Ra��� /m �;----- - --
I I II II II II I I I I I I I I J L$so r/each olds/
I I I I I I I I I I I/ or egos/ � Needw^
II II II II II II II II II II II ^ �� 5------ �4Neader
1x k7�/6'O ( Sletafrl�er
Exferbrff/d// I I �7LG/I Top DeiO/�
3/4'r,�J.s�Jadfh/� I
RAMM F
�
m!6'ar—
m � //?'Sheelh,M� II I $ubF/oor ebhysr
Neddsr Locdfe F/Oor header
1
� � !o hfenrect mRh
~ 3/!'IIYr SdffJ I I i bottom oFafrhyar
FT Staff'BaBB loeta//
Si
4ppm ///-1x60'.4✓ (�"Tieada(6p ,
Fh/ih ;---------
�; Ex/efhq$tons
COnensle/loin
Conc fdn lFf� 4=J
q=j q. I
/VOfBS.
' +tffs/dvar0,�e//d.0��nab� 2�O✓= Lona .��cf/vn �1
- #Md[er,(a/e-Bu/lder Spec i
$ee RE$check An-/amu/dfbnR Yd/ues 114._/0.
i Draur pr4X out ddfe OW102/07
{
Rage Yen[(canfAxiOus/
JRf[er
Zx t1Reoar Board
/x 8 CO//a�T,Fs tv 40'O.c. Nrureane e/p
O
shpson NZ
fasc,F9Board Ncvrb&"t/es
d D 'ieat[er ar equel
1 some
mlPh vent,0�
1x,F�oo,f6'O,C.
-
-- Zx F7®�•acArgYou/ted Soffl�
so/?'rarrLentl� Meb/a[n�be
ki
i
at evey,,(�bt //7"Gq�(moc J
' e
{ " { U4's/rhke-q'e Gap(IVA/
s3na F/r Franig 7x 6 A816'O,c. 3/4"JheefhAq
J
3/4'TKrs/asalhi� � '�ab�J SO/.CaB/Oekhej �-S[Bs/Boem —�,
1x 8 gq A5 74. betraesn/O[ct/[ / i
LLS A'
F/uBhAmnro S/ae/orLYL f/ush Slee/Beam DeiO// /e�6Jra 8[repbh�
beams-see deter//e L YL Baam /[/e//bOed
F/ush Framed Beim
Ex[srfzll NO
7x6 g/6lac,
[st F/r FMbiir� Zr BO[[On P/afe
ZxV 6116'O.C. ZrBetad.bb[
- /nsu/etbn
Zx F/car hlsf
F/ush[3em�sds[es/orLYL /// 7x6 p?TJ SO%/,2M6,-,A&oKO.
,4apinx, besm-see dears (//-,?x,6/KIJ,/ m/5d/bee%r
Fh q
Grade QxfinrBO/[s
cancns[e FOu1,11WIin
R�h/neu/e[[�n I S[npPd� cox,FCS I Flg
$tea'ard$!//
' 4"/mh/COxro[e s/at9
(� 27-05= Cross .S�cflon
i
0
Pvnch
d ❑
: Kitchen � ,Bedrm 3
D/nlny� '- Bedrm?
a
6y
Pv�ch Ind Ak. 1=40
�49�' 27=0.�= Existiha F/oor P/ams ��
/st f/r, P/an
NORTH
Town of 19 over
0 ..
No. #943
o LA dover., Mass.,
COCHIC EW) K
A?A'rE
BOARD OF HEALTH
Food/Kitchen
PERMIT T Septic System
0 BUILDING INSPECTOR
THIS CERTIFIES THAT........1.14..i UX41%............
...tam........... .........................................
Foundation
A
has permission to erect........................................ buildings on... .... ... ................................ Rough
to be occupied as....a..... ....... .............. .............. Chimney
P that the person accepting t il permit shall in�, respect conform to the terms of the application on file in Final
this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of
Buildings in the Town of North Andover. PLUMBING INSPECTOR
VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough
Final
PERMIT EXPIRES IN 6 MONTHS
' �� ELECTRICAL INSPECTOR
UNLESS CONSTR STTSRough
Service
BUILDING INSPECTOR Final
Occupancy Permit Required to Occupy Building GAS INSPECTOR
Rough
Display in a-Conspicuous Place on the Premises — Do Not Remove Final
No Lathing or Dry Wall To Be Done FIRE DEPARTMENT
Until Inspected and Approved by the Building Inspector. Burner
Street No.
SEE REVERSE SIRE Smoke Det.
__Jj