HomeMy WebLinkAboutBuilding Permit #557 - 58 BRIGHTWOOD AVENUE 3/6/2000 f NO DTH,
O M
• O
p TOWN OF NORTH ANDOVER
40
o'�� �� «' APPLICATION FOR PLAN EXAMINATION
,SSACHUSE�
Permit NO: S Date Received: C;)-0117-114-
Date Issued: D�
IMPORTANT: Applicant must complete all items on this page
LOCATION Ef� :tVG 1 Wf -Q% AVF-
_ Print
PROPERTY OWNER bAy ib Syi kP o LA PO R T E
Print
MAP NO.:_6,�?_PARCEL: ZONING DISTRICT: -
TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑
TYPE OF IMPROVEMENT PROPOSED USE
Residential Non- Residential
❑New Building XOne family
Addition ❑Two or more family ❑Industrial
❑ Alteration No. of units:
❑ Repair, replacement ❑Assessory Bldg ❑Commercial
❑ Demolition
❑ Moving(relocation) ❑Other ❑ Others:
❑ Foundation only
DESCRIPTION OF WORK TO BE PREFORMED
C 0ts)S'TNC-t 11' x l41 UVING '2con 64Db'►' loo -Mf--' W
C�PAN1TQ- W iC.i'TC,N-;N - N%Zw `TtL.l [&) JZ,4LTL---
Identification Please Tyne or Print Clearly)
OWNER: Name: 6GA Qfha'vn OAC- Phone:
Signature
Address: arv-,R--
CONTRACTOR Name:'6 a� ,I T t..A r LE u—z' Phone:
{
Address: &T- 1.-O w`t LL o `bs+
Supervisor's Construction License: 0 6C Exp. Date: Z 8
Home Improvement License: l�j q:3 Z Exp. Date: 1 2 z 8 6 _
ARCHITECT/ENGINEER K 2 Name: Phone:
Address: Reg. No.
FEE SCHEDULE:BULDING PERMIT:$10.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON
$125.00 PER S.F.
Total Project Cost :$ 3 ; OUQ'� x10.00=FEE:$
Check No.: - Receipt No.:
Location
No. Date
�aRTM TOWN OF NORTH ANDOVER ' .
o �
a
° ; ; Certificate of Occupancy $
Building/Frame Permit Fee $ 3 b• 0 0
swcHus
Foundation Permit Fee $
Other Permit Fee $
TOTAL $
Check #
19007
Building Inspector
TYPE OF SEWARGE DISPOSAL
Tanning/Massage/Body Art F] Swimming Pools ❑
Public Sewer
_ t
Well
Tobacco Sales n Food Packaging/Sales U)❑
Permanent Dumpster on Site
Private(septic tank,etc.
NOTE: Persons contracting w* h t reregister d cor tractors tbrnot have access to the guaranty fund
�C-1 V��'
Signature of Agent/Owner Signature of Contractor_���
Plans Submitted Plans Waived ❑ Certified Plot Plan -❑ Stamped Plans ❑
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF- U FORM
DATE REJECTED DATE APPROVED
PLANNING & DEVELOPMENT ❑ ❑
[]Water Shed Special Permit
❑ Site Plan Special Permit
❑ Other
COMMENTS
DATE REJECTED DATE APPROVED
CONSERVATION ❑
COMMENTS WI- U�11-�1`� 'V110Art,
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_
Temp Dumpster on site yes-no_ Fire Department signature/date
Building Permit Approved and Issued by:
1
Building Setback (ft.)
Front Yard Side Yard Rear Yard
Required Provided Required Provides Required Provided
DIMENSION
Number of Stories: Total square feet of floor area,based on Exterior dimensions.
Total land area,sq. ft.:
NOTES and DATA—(For department use)
I
I
Doc:INSNEC"rIONAL.SI RVICL-'S DHAR'I'MI:N'r:HPFORM05
Creased JMC Jan.2006
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
❑ Debris Removal Form
❑ Workers Comp Affidavit
❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses
❑ Copy of Contract
❑ Floor Plan Or Proposed Interior Work
Addition Or Decks
Building Permit Application
❑ Form U
®/ urveyed Plot Plan
V/
Debris Removal Form
Workers Comp Affidavit
❑,j Photo Copy of H.I.C. And C.S.L. Licenses
❑/Copy Of Contract
q� Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic
Calculations (If Applicable)
g� Mass check Energy Compliance Report (If Applicable)
New Construction (Single and Two Family)
❑ Building Permit Application
❑ Fonn U
❑ 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
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:INSPECTIONAL SERVICES DEPARTMENT:BPFORN105
NORTH
Town of _ 4 over
No.
dover, Mass.,
T Q L A E ^.
COCMICMEWICK V
ADRATED
`s BOARD OF HEALTH
PERMIT T Food/Kitchen
Septic System
BUILDING INSPECTOR
THIS CERTIFIES THAT..... ./�� ...��► I.!!. .... .............
.... ................................................................ Foundation
has permission to erect........................................ buildings an.....�. � . V&.............. Rough
F
to be occupied as.................. . 4 0... ACI......:../ � tiermisof
� .. imn y
Ch' eprovided that the person ac opting this permdm every respect conform to 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 CONSTRUCTI STARTS
Rough
... . ... ..... ........ . ...... .......
Service
UILDING IN TOR
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 SIDE Smoke Det.
-5/4"X 11 PT tread CTN28
-5/4 x 6"PT riser max.8 1/4" 1 1
TW1846frW2846/TW1846
-2x4 PT top/bot rail w/2x2 PT I
balusters 6"o.c.
4x4 PT post
lj 2n�
DW-1- n ' i
/Z
IA
remove existing exterior wall
install lvl beam above.see attached engineering
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I PROPOSED ADDITION EXISITNG T -- -- - - - -
- RR
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NEW STAIRS
II
EXISTING DECK TO REMAIN
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-- EXISTING PROPOSED ADDITION
-
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SHINGLE OVER
RIDGE VENT
12
'13/4"X 11 7/8"LVL
6+!- ; _ _ ._—/-RB01 SEE ENGINEERING -ARCH.SHINGLES TO MATCH EXSTNG.
-1&W SHIELD ON EAVES 36"W IDE
_-15#FELT UL
-112"CDX ROOF SHEATHING
-2X10#2 SPF RAFTERS 16"O.C.
-R30 CLNG.INSUL.WNB AND PROPAVENTS
-PRIMED PINE
FASCIAIRAKES/SOFFIT ----
-2"SOFFIT STRIP VENT ti,
3 STRAPPING 16"O.C.
-2X6 42 SPF CJ 16"O.C.
-R30 INSUL.WNB
-1/2"BLUEBD.W/SKIMCT.PLSTR.
WALLS&CEILING
-1/2X6 WRC CLAPBO.4"T.W. */
-HOUSEW RAP %
-7/16"OSB WALL SHEATHING
-2X6#2 SPF STUDS 16"O.C. HURRICANE CLIPS
-R21 INSUL.WNB
-2"x 10"FLOOR JOISTS 16"OC -3/4"X 2 1/4"T&G PREF.HW FLOORING
WITH BRIDGING AT -ROSIN PAPER
MID-SPAN -3/4"T&G OSB FLOOR SHEATHING
-2-1 3/4"X 9 1/4"LVL BEAM. -R30 FLOOR INSUL.WNB
FB01 SEE ENGINEERING
t 7 1!�i
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GRADE I
2-2x8 kd#2&btr spf floor beam ° ° 71/6"OSB SHEATHING ON °
I °
t2"DIA.CONCRETE ° ° IBTM.OF JSTS.
FOOTING.MIN.48"BELOW-----.-_____ -D5 VINYL SOFFIT OUTER °
FINISH GRADE COVERING.ALT.VENT/SOLID
PANELS
\6"X6"TREATED POST ON GALV.
POST BASE W/ANCH.BOLT
Cross Section
2-2x8 kd,#2&btr spf
beam 6x6 PT support posts
J_
T-01
FLOOR FRAMING 2,110#2&btr spf FJ 16'*o.c.
1 01,
2-1 3/4"x 9 1/4"LVL beams.
FB01 see engineering.
C) ------ ------------
--_2xl 0#2&btr spf blocking
@ mid-span
0 -6
'
2'13/4^X51DrLVL HEADER
FB03 see engineering
ROOF FRAMING
-1 3/4"x 11 7/8"LVL RB01 see engineering
remove existing exterior wall
-"=""'"'' 3° ^" "° °'beam above.
!
F1302 see engineering
.. . |
new overlay roof
2x0rafters 1Orn.c Y '
. �
xisting
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Yy |
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2x8 2F flo joists |
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UNNG
woisw Double 1-3/4" x 5-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamT1303
3C CALC®9.2 Design Report- US 1 span No cantilevers 0/12 slope Wednesday, February 22, 2006 12:40
3uild 141
File Name: lefleur 060222.BCC
lob Name: Bob LeFleur Description: F1303
lddress: 123 Layfeyette Specifier: Gregory R. Doyle
;ity, State,Zip: Lowell, Designer: Gregory R Doyle
;ustomer. PRELIMINARY ONLY Company: Doyle Lumber Co., Inc
;ode reports: ESR-1040 Misc:
7
1 06-08-00 w ^I
10,3-1/2" B1,3-1/2"
.L 730 lbs LL 730 lbs
)L 384 lbs DL 384 lbs
Total Horizontal Product Length=06-08-00
.oad Summary Live Dead Snow Wind Roof Live
.ag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib.
Standard Load Unf.Area Left 00-00-00 06-08-00 30 psf 10 psf 01-00-00
'. Conc. Pt. Left 03-04-00 03-04-00 1260 lbs 665 lbs n/a
'ontrols Summary Value %Allowable Duration Load Case Span Location Disclosure
'os. Moment 3194 ft-lbs 64.3% 100% 1 1 -Internal Completeness and accuracy of input must
:nd Shear 1080 lbs 29.5% 100% 1 1 -Left be verified by anyone who would rely on
-otal Load Defl. U399(0.187") 60.1% 1 1 output as evidence of suitability for
Jve Load Defl. U610(0.122") 59.0% 1 1 particular application.Output here based
Aax Defl. 0.187" 18.7% 1 1 on building code-accepted design
properties and analysis methods.
Span/Depth 13.5 n/a 1 Installation of BOISE engineered wood
products must be in accordance with
%Allow %Allow current Installation Guide and applicable
Searing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide
30 Post 3-1/2"x 3-1/2" 1114 lbs 12.5% 12.1% Spruce-Pine-Fir or ask questions,please call
31 Post 3-1/2"x 3-1/2" 1114 lbs 12.5% 12.1% Spruce-Pine-Fir (800)232-0788 before installation.
BC CALC®,BC FRAMER®,AJS-
:autions ALLJOIST®,BC RIM BOARDT"', BCI®,
;olumn at Bearing BO analyzed for bearing only, column analysis has not been performed. BOISE GLULAMT'" SIMPLE FRAMING
;olumn at Bearing 131 analyzed for bearing only, column analysis has not been performed. SYSTEMS,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
VERSA-STRAND'TM,VERSA-STUD®are
4otes trademarks of Boise Wood Products,
)esign meets Code minimum(U240)Total load deflection criteria. L.L.C.
)esign meets Code minimum(U360)Live load deflection criteria.
)esign meets arbitrary(1") Maximum load deflection criteria.
;onnection Diagram
�►�b --d —
a I
�v
C j�J
i minimum=2" c= 1-1/2"
minimum=3" d= 12"
;onnection design assumes point load is'top-loaded'. For connection design of'side-load loads,
Tease consult a technical representative or professional of Record.
Aember has no side loads.
;oncentrated loads are not considered in side load analysis.
,onnectors are: 16d Sinker Nails
'age 1 of 1
BOISE" Single 1-3/4" x 11-7/8" VERSA-LAM@ 2.0 3100 SP Roof Beam1RB01
BC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Wednesday, February 22, 2006 12:37
Build 141
File Name: lefleur 060222.BCC
Job Name: Bob LeFleur Description: RB01
Address: 123 Layfeyette Specifier: Gregory R. Doyle
City, State,Zip: Lowell, Designer: Gregory R Doyle
Customer: PRELIMINARY ONLY Company: Doyle Lumber Co., Inc
Code reports: ESR-1040 Mise:
i
�o
12
1 � I
4
da...nA.YA'.«_:.-�.
12-00-00
j
80,3-1/2" 81,3-1/2"
DL 665 lbs DL 665 lbs
SL 1260 lbs SL 1260 lbs
Total Horizontal Product Length=12-00-00
Load Summary Live Dead Snow Wind Roof Live
0
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib.
1 Standard Load Unf.Area Left 00-00-00 12-00-00 15 psf 30 psf 07-00-00
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 5342 ft-lbs 43.7% 115% 3 1 -Internal Completeness and accuracy of input must
End Shear 1514 lbs 33.3% 115% 3 1 -Left be verified by anyone who would rely on
Total Load Defl. U528(0.262") 34.11% 3 1 output as evidence of suitability for
Live Load Defl. U807(0.172") 29.7% 3 1 particular application.Output here based
Max Defl. 0.262" 26.2% 3 1 on building code-accepted design
properties and analysis methods.
Span/Depth 11.7 n/a 1 Installation of BOISE engineered wood
products must be in accordance with
%Allow %Allow current Installation Guide and applicable
Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide
BO Post 3-1/2"x 1-3/4" 1925 lbs 43.4% 41.9% Spruce-Pine-Fir or ask questions,please call
B1 Post 3-1/2"x 1-3/4" 1925 lbs 43.4% 41.9% Spruce-Pine-Fir (800)232-0788 before installation.
BC CALC®,BC FRAMER®,AJSTm
Cautions ALLJOISTO,BC RIM BOARDTM',BCI®,
Column at Bearing BO analyzed for bearing only, column analysis has not been performed. BOISE GLULAMT'" SIMPLE FRAMING
Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. SYSTEM®,VERSA-LAM@,VERSA-RIM
PLUS®,VERSA-RIM®,
VERSA-STRANDTM,VERSA-STUD®are
Notes trademarks of Boise Wood Products,
Design meets Code minimum(L/1 80)Total load deflection criteria. L.L.C.
Design meets Code minimum(0240)Live load deflection criteria.
Design meets arbitrary(1")Maximum load deflection criteria.
Member Slope=0,consider drainage.
1 D�
Page 1 of 1
SOL.SE, Double 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam\F1301
BC CALC®9.2 Design Report-US 2 spans No cantilevers 10/12 slope Wednesday, February 22, 2006 12:36
Build 141
File Name: lefleur 060222.BCC
Job Name: Bob LeFleur Description: FB01
Address: 123 Layfeyette Specifier: Gregory R. Doyle
City, State,Zip: Lowell, Designer: Gregory R Doyle
Customer: PRELIMINARY ONLY Company: Doyle Lumber Co., Inc
Code reports: ESR-1040 Misc:
1
11-00-00 01-00-
80, 1-3/4" B1,3-1/332,1-3/4"
LL 890 lbs LL 4439 Ibis 103 lbs
DL 823 lbs DL 4103 Ib,8DL 0 lbs
Total of Horizontal Design Spans=12-00-00
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 Left 00-00-00 12-00-00 30 psf 15 psf 07-00-00
2 Unf. Lin. Left 00-00-00 12-00-00 0 plf 80 plf n/a
Controls Summary value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 3631 ft-lbs 27.4% 100% 14 1 -Internal Completeness and accuracy of input must
Neg. Moment -5607 ft-lbs 42.2% 100% 1 1 -Right be verified by anyone who would rely on
End Shear 5746 lbs 93.4% 100% 1 2-Right output as evidence of suitability for
Cont. Shear 5524 lbs 89.8% 100% 14 2-Left particular application.Output here based
Uplift 5508 lbs n/a 14 2-Right on building code-accepted design
Total Load Defl. U990(0.133") 24.2% 14 1 properties and analysis methods.
Installation of BOISE engineered wood
Live Load Defl. U1905(0.069") 18.9% 14 1 products must be in accordance with
Total Neg. Defl. -0.001" 0.3% 14 2 current Installation Guide and applicable
Max Defl. 0.133" 13.3% 14 1 building codes.To obtain Installation Guide
Span/Depth 14.3 n/a 1 or ask questions,please call
(800)232-0788 before installation.
Cautions BC CALC®,BC FRAMER®,AJS-,
Uplift of 5508 lbs found at span 2-Right. ALLJOISTO,BC RIM BOARD-,SCI®,
BOISE GLULAMTm,SIMPLE FRAMING
Notes SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
Design meets Code minimum(U240)Total load deflection criteria. VERSA-STRANDTm,VERSA-STUD®are
Design meets Code minimum(U360) 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 3-1/4".
Minimum bearing length for B2 is 1-1/2".
Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+
1/2 intermediate bearing
Connection Diagram
b -- d
a I
\ ► :5okST
a minimum=2" c=5-1/4".
b minimum=3" d= 12"
Member has no side loads.
Connectors are: 16d Sinker Nails
Page 1 of 1
BOISE" Double 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP Floor BeamT1302
BC CALC®9.2 Design Report-US 1 span{ No cantilevers 0/12 slope Wednesday, February 22,2006 12:47
Build 141
File Name: lefleur 060222.13CC
Job Name: Bob LeFleur Description: FB02
Address: 123 Layfeyette Specifier: Gregory R. Doyle
City, State,Zip: Lowell, Designer: Gregory R Doyle
Customer: PRELIMINARY ONLY Company: Doyle Lumber Co., Inc
Code reports: ESR-1040 Misc:
s '' # ILAs
i 10-00-00
B0,3-1/2" B1,3-1/2"
LL 1416 lbs LL 1944 lbs
DL 989 lbs DL 1267 lbs
Total Horizontal Product Length=10-00-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 116% 133% 126% Trib.
1 Standard Load Unf.Area Left 00-00-00 10-00-00 30 psf 10 psf 01-00-00
2 Unf. Lin. Left 00-00-00 10-00-00 0 plf 80 plf n/a
3 Conc. Pt. Left 07-00-00 07-00-00 1260 lbs 665 lbs n/a
4 Unf.Area Left 00-00-00 10-00-00 30 psf 10 psf 06-00-00
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 7291 ft-lbs 54.9% 100% 1 1 -Internal Completeness and accuracy of input must
End Shear -2819 lbs 45.8% 100% 1 1 -Right be verified by anyone who would rely on
Total Load Defl. U457(0.25") 52.5% 1 1 output as evidence of suitability for
o particular application.Output here based
Live Load Defl. L/757(0.151 ) 47.5/0 1 1 p p
Max Defl. 0.25" 25.0% 1 1 on building code-accepted design
properties and analysis methods.
Span/Depth 12.4 n/a 1 Installation of BOISE engineered wood
products must be in accordance with
%Allow %Allow current Installation Guide and applicable
Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide
BO Post 3-1/2"x 3-1/2" 2405 lbs 27.1% 26.2% Spruce-Pine-Fir or ask questions,please call
61Post 3-1/2"x 3-1/2" 3212 lbs 36.2% 35.0% Spruce-Pine-Fir (800)232-0788 before installation.
BC CALC®,BC FRAMER®,AJST°"
Cautions ALLJOISTO,BC RIM BOARDTm,BCI®,
Column at Bearing BO analyzed for bearing only,column analysis has not been performed. BOISE GLULAMT"' SIMPLE FRAMING
Column at Bearing 61 analyzed for bearing only, column analysis has not been performed. SYSTEM®,VERSA-LAMS,VERSA-RIM
PLUS®,VERSA-RIM®,
VERSA-STRANDTm,VERSA-STUD®are
Notes trademarks of Boise Wood Products,
Design meets Code minimum(U240)Total load deflection criteria. L.L.C.
Design meets Code minimum(L/360) Live load deflection criteria.
Design meets arbitrary(1") Maximum load deflection criteria.
Connection Diagram
�b d r
a !
04
a minimum=2" c=5-1/4"
b minimum=3" d= 12"
Zonnection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, -`
Tease consult a technical representative or professional of Record.
Member has no side loads.
concentrated loads are not considered in side load analysis.
'onnectors are: 16d Sinker Nails
'age 1 of 1
Pani Number
RESched Como nce Certificate Chaffed Byffi*
Massachusetts Energy Code
RESdid Soiware Version 3.6 Release 2
Data ilenae:C:1Doannmts and Sdtinp1obatlDesk1opKCustomea1a*VcscUak
PROJECT TITLE:Pmpoced addtion to the Lq*teideace
CITY-.NA Andover
STATE:Massahab
HDD}6322
CONSTRUCTION TYPE:-1 or 2 Family,Dela bod
HEATING SYSTEM TYPE:Offer(Non-E7ectric Resistance)
WINDOW 1 WAIL RATIO:0.06
DATE:02!15106
DATE OF PIANS:V1511006
PROJECT DESCRIPTION:
12'x 14'mom addition
DESIGNIERICONTRACTOR:
Robert Lfleur
Building Probsionals k
MCSL#048827 MCR#177932
COMPLIANCE:Passes
Maximum UA=48
YomEomeUA=39
18VA Better Than Code(UA)
Gmss Glazing
Armor Cavity Cont. orpoor
Perimeter R-Value R-Valuc U-Factor UA
Ceiling 1:Flat Ceiling or Scissor Truss 180 30.0 0.0 6
Skylight 1:Wood Fanebouble Pane with Low-E 13 0.280 4
Wall l:Wood Frame,IF of 328 21.0 0.0 17
Window 1:Wood Frame:Double Pane with Low-E 21 0.280 6
Floor l:All-Wood loidf me:Ova(hAside Air 168 30.0 0.0 6
COMPLIANCE STATEMENT:%proposed building deign 4avibed here is consistent with the building play,
spa iications,and other alruld ions submitted with the permit antiation The proposed building has been designed to
mod theMassadtusdts Energy Code*ments in RESdiedrVasion 3.6 Release (knedy MEC*and to
comply with the mandatory regruremmts listed in the RESchedr hnyeaion Checklist
The bating load 6r this building,and the cooling load if appmpnate,has been determined using the applicable Standard
Design Conditions imd in the Cade.The HVAC equipment AW to heat or mol the building shdl be no grew
than M%ofthe design load as spe lied in Sations 7gOW 1310 and J4.4.
Boil�Designa ��— " Date a
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.M.. ' _
_ Board of Building Rein*3,ai ��ns t�cl to .da:rc s
One Ashburton P ;" Room 1.301
Boston, Massy 0 nisetts 02108
Home Improvement ractor Registration
Registration:
Type: Fri "ib.QC rporation
Expiration: 12"',
BUILDING PKQFESSIONALS INC
ROBERT LAFLEUR
123 LAFAYETTE ST _
LOW ELL, MA 101854
Update Address and rea iigru i �,(L ��ta"r+�i,l, »4�iFf 1.09 chwT;U
IN
DPS-CA1 0 50M-04/04-G101216
J
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
600 Washington Street
Boston,MA 02111
www massgov/dia
Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant information Please Print Legibly
Name (Business/orgamzation/Individual):`g u Q jtJ6 P&rte.('JQ0J'A 4 =Ay C..
Address: 12,2 LA-i`AW? TT E
City/State/Zip: L-[,weLL to 4 ®ice Phone#: T7b ''ja ISS-
Are
S-Are you an employer?Check the appropriate box: Type of project(required):
1.0.1 am a employer with 4. ❑ I am a general contractor and I --I T
6..- New construction
employees(full and/or part-time).* have hired the sub-contractors
2.❑ I am a sole proprietor or partner- listed on the attached sheet. 1 7• ❑ Remodeling
ship and have no employees These sub-contractors have 8. ❑ Demolition
working for me in any capacity. workers' comp. insurance. 9. [Building addition
[No workers' comp.insurance 5. We are a corporation and its
required.] 11
officers have exercised their 10.❑ Electrical repairs or additions
3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions
myself. [No workers' comp. c. 152,§1(4),and we have no 12.❑ Roof repairs
insurance required.] t employees. [No workers' 13.❑ Other
comp.insurance required.]
flAny applicant that checks box#I must also fill out the section below showing their workers'compensation policy information:
t Homeowners who submit this affidavit indicatink they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
=Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information.
tam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
Wformation.
'assurance Company Name:
'olicy#or Self-ins.Lic. #: Expiration Date:
Fob Site Address: City/State/Zip:
kttach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date).
ailure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
ine up to$1,500.00 and/or one-year mipnsonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine
)f up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
nvestigations of the DIA for insurance coverage verification.
'do hereby certify under the pains and penalties of perjury that the information provided above is true and correct
Date: ?� fi�pG•
'hone#: ` `7• `1S'S�
Of, trial use only. Do not write in this area,to be completed by city or town official
City or Town: Permit/License#
Issuing Authority(circle one):
.1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#c
BUILDING CERTIFICATION PLAN
.1
50.05'
SHED
EXI S TING PROPOSED
33.6
POOL 12 x 74'
POR TION OF ADDITION.
EXISTING DECK ,
TO BE RAZED 3
14' 16. 1'
�^
N
16.7'
l,
X24.2
N 00
O
O
EX
HSE
LOT 12
5,055±SF
50,
BRIGHTWOOD
SETBACKS ON THIS PLAN ARE FOR THE DETERMINATION OF ZONING REQUIREMENTS ONLY.
(NOF JW,41 REFERENCE
1 CERTIFY THAT THE BUILDINGS AND/
{ OR STRUCTURES ARE LOCATED DEED: BOOK: 4442 PLAN: BOOK 203
JAMES ?i AS SHOWN. j
D, m PAGE: 108 PAGE : 600
AHO 4;
STREET 58 BRIGHTWOOD AVE
to Esse
SLIRV CITY NORTH ANDOVER, MA
APPLICANT DAVID & SHARON LAPORTE
DATE 2/26/06 SCALEllp=20'_JOB# 5201
4 11 SURVZ71NG 62 CRICKET LANE
.L.S. DRACUT, MA. 01826
BOISE- Double 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP Floor BeamT1301
BC CALC®9.2 Design Report-US 2 spans( No cantilevers 0/12 slope Wednesday, February 22, 2006 12:36
Build 141
File Name: lefleur 060222.BCC
Job Name: Bob LeFleur Description: F601
Address: 123 Layfeyette Specifier: Gregory R. Doyle
City, State,Zip: Lowell, Designer: Gregory R Doyle
Customer: PRELIMINARY ONLY Company: Doyle Lumber Co., Inc
Code reports: ESR-1040 Misc:
41
�«-
11-00-00 = 01-
BO,1-3/4" 61,3-1/232. 1-3/4"
LL 890 lbs LL 4439 Ibb 103 lbs
DL 823 lbs DL 4103 IbEDL 0 lbs
Total of Horizontal Design Spans=12-00-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 116% 133% 125% Trib.
1 Standard Load Unf.Area Left 00-00-00 12-00-00 30 psf 15 psf 07-00-00
2 Unf. Lin. Left 00-00-00 12-00-00 0 plf 80 plf n/a
Controls Summary value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 3631 ft-lbs 27.4% 100% 14 1 -Internal Completeness and accuracy of input must
Neg. Moment -5607 ft-lbs 42.2% 100% 1 1 -Right be verified by anyone who would rely on
End Shear 5746 lbs 93.4% 100% 1 2-Right output as evidence of suitability for
Cont. Shear 5524 lbs 89.8% 100% 14 2-Left particular application.Output here based
Uplift 5508 lbs n/a 14 2-Right on building code-accepted design
0.133" 24.2% 14 1 properties and analysis methods.
Total Load Defl. 0990
( ) Installation of BOISE engineered wood
Live Load Defl. 01905(0.069") 18.9% 14 1 products must be in accordance with
Total Neg. Defl. -0.001" 0.3% 14 2 current Installation Guide and applicable
Max Defl. - 0.133" 13.3% 14 1 building codes.To obtain Installation Guide
Span/Depth 14.3 n/a 1 or ask questions,please call
(800)232-0788 before installation.
Cautions BC CALC®,BC FRAMERS,AJS-,
Uplift of 5508 lbs found at span 2-Right. ALLJOISTO,BC RIM BOARD- BCI®,
BOISE GLULAMTM,SIMPLE FRAMING
Notes SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
Design meets Code minimum(U240)Total load deflection criteria. VERSA-STRAND-,VERSA-STUD®are
Design meets Code minimum(0360) 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 61 is 3-1/4".
Minimum bearing length for 82 is 1-1/2".
Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+
1/2 intermediate bearing
Connection Diagram
a I
• • y
a minimum=2" c=5-1/4"
b minimum=3" d= 12"
Member has no side loads.
Connectors are: 16d Sinker Nails
Page 1 of 1
BOISE" Double 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam\F1302
3C CALCO 9.2 Design Report-US 1 span No cantilevers 0/12 slope Wednesday, February 22, 2006 12:47
3uild 141
File Name: lefleur 060222.BCC
Job Name: Bob LeFleur Description: F602
4ddress: 123 Layfeyette Specifier: Gregory R. Doyle
City, State,Zip: Lowell, Designer: Gregory R Doyle
Customer: PRELIMINARY ONLY Company: Doyle Lumber Co., Inc
Code reports: ESR-1040 Misc:
l ..._ _t_6... UY. o-<.....,.. " ,3f'.f•r .-...z.d.� �_w�£._...i.....V....,.-a.�-.w...e:Y3n >—
10-00-00
30,3-1/2" B1,3-1/2"
_L 1416 lbs LL 1944 lbs
DL 989 lbs DL 1267 lbs
Total Horizontal Product Length=10-00-00
Load Summary Live Dead Snow Wind Roof Live
Tagg Description Load Type Ref. Start End 100% 90% 195% 133% 125% Trib.
1 Standard Load Unf.Area Left 00-00-00 10-00-00 30 psf 10 psf 01-00-00
2 Unf. Lin. Left 00-00-00 10-00-00 0 plf 80 plf n/a
3 Conc. Pt. Left 07-00-00 07-00-00 1260 lbs 665 lbs n/a
4 Unf.Area Left 00-00-00 10-00-00 30 psf 10 psf 06-00-00
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 7291 ft-lbs 54.9% 100% 1 1 -internal Completeness and accuracy of input must
End Shear -2819 lbs 45.8% 100% 1 1 -Right be verified by anyone who would rely on
Total Load Defl. U457(0.25") 52.5% 1 1 output as evidence of suitability for
Live Load Defl. L/757(0.151") 47.5% 1 1 particular application.Output here based
% 1 1 on building code-accepted design
Max Defl. 0.25" 25.0
Span/Depth 12.4 n% 1 properties and analysis methods.
p p Installation of BOISE engineered wood
products must be in accordance with
%Allow %Allow current Installation Guide and applicable
Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide
BO Post 3-1/2"x 3-1/2" 2405 lbs 27.1% 26.2% Spruce-Pine-Fir or ask questions,please call
B1 Post 3-1/2"x 3-1/2" 3212 lbs 36.2% 35.0% Spruce-Pine-Fir (800)232-0788 before installation.
BC CALCO,BC FRAMER®,AJSTm,
Cautions ALLJOISTV,BC RIM BOARDTm,BCI®,
Column at Bearing BO analyzed for bearing only,column analysis has not been performed. BOISE GLULAMT"' SIMPLE FRAMING
Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
VERSA-STRAND TM,VERSA-STUDS are
Notes trademarks of Boise Wood Products,
Design meets Code minimum(L/240)Total load deflection criteria. L.L.C.
Design meets Code minimum(L/360) Live load deflection criteria.
Design meets arbitrary(1")Maximum load deflection criteria.
Connection Diagram
b —d- �
a i
c ice:
a minimum=2" c=5-1/4"
b minimum= 3" d= 12"
Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads,
please consult a technical representative or professional of Record.
Member has no side loads.
Concentrated loads are not considered in side load analysis.
Connectors are: 16d Sinker Nails
i
Page 1 of 1
801$E- Double 1-3/4" x 5-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\F1303
BC CALC®9.2 Design Report-US 1 span No cantilevers 10112 slope Wednesday, February 22, 2006 12:40
Build 141
File Name: lefleur 060222.BCC
Job Name: Bob LeFleur Description: F1303
Address: 123 Layfeyette Specifier: Gregory R. Doyle
City, State,Zip: Lowell, Designer: Gregory R Doyle
Customer: PRELIMINARY ONLY Company: Doyle Lumber Co., Inc
Code reports: ESR-1040 Misc:
61,3-1/2"
LL 730 lbs
LL 730 lbs
DL 384 lbs
DL 384 lbs
Total Horizontal Product Length=06-08-00
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 Left 00-00-00 06-08-00 30 psf 10 psf 01-00-00
2 Conc. Pt. Left 03-04-00 03-04-00 1260 lbs 665 lbs n/a
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 3194 ft-lbs 64.3% 100% 1 1 -Internal Completeness and accuracy of input must
End Shear 1080 lbs 29.5% 100% 1 1 -Left be verified by anyone who would rely on
Total Load Defl. 0399(0.187") 60.1% 1 1 output as evidence of suitability for
Live Load Defl. U610(0.122") 59.0% 1 1 particular application.Output here based
Max Defl. 0.187" 18.7% 1 1 on building code-accepted design
properties and analysis methods.
Span/Depth 13.5 n/a 1 Installation of BOISE engineered wood
products must be in accordance with
%Allow %Allow current Installation Guide and applicable
Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide
BO Post 3-1/2"x 3-1/2" 1114 lbs 12.5% 12.1% Spruce-Pine-Fir or ask questions,please call
B1 Post 3-1/2"x 3-1/2" 1114 lbs 12.5% 12.1% Spruce-Pine-Fir (800)232-0788 before installation.
BC CALC®,BC FRAMER®,AJST""
Cautions ALUOISTO,BC RIM BOARDTm, BCI®,
Column at Bearing BO analyzed for bearing only,column analysis has not been performed. BOISE GLULAMTTM SIMPLE FRAMING
Column at Bearing 131 analyzed for bearing only,column analysis has not been performed. SYSTEMS,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
Notes VERSA-STRAND''",VERSA-STUD®are
trademarks of Boise Wood Products,
Design meets Code minimum (U240)Total load deflection criteria. L.L.C.
Design meets Code minimum (U360)Live load deflection criteria.
Design meets arbitrary(1") Maximum load deflection criteria.
Connection Diagram
b d
a I ;i
•J • k .
a minimum=2" c= 1-1/2" `-
b minimum=3" d= 12"
Connection design assumes point load is'top-loaded'. For connection design of'side-load n loads,
please consult a technical representative or professional of Record.
Member has no side loads.
Concentrated loads are not considered in side load analysis.
Connectors are: 16d Sinker Nails
Page 1 of 1
BOISE" Single 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\111301
BC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Wednesday, February 22,2006 12:37
Build 141
File Name: lefleur 060222.BCC
Job Name: Bob LeFleur Description: RB01
Address: 123 Layfeyette Specifier: Gregory R. Doyle
City, State,Zip: Lowell, Designer: Gregory R Doyle
Customer: PRELIMINARY ONLY Company: Doyle Lumber Co., Inc
Code reports: ESR-1040 ll Misc:
12
�. z 12-00.00
B0,3-1/2" B1,3-1/2"
DL 665 lbs DL 665 lbs
SL 1260 lbs SL 1260 lbs
Total Horizontal Product Length=12-00-00
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 Left 00-00-00 12-00-00 15 psf 30 psf 07-00-00
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 5342 ft-lbs 43.7% 115% 3 1 - Internal Completeness and accuracy of input must
End Shear 1514 lbs 33.3% 115% 3 1 -Left be verified by anyone who would rely on
Total Load Defl. U528(0.262") 34.1% 3 1 output as evidence of suitability for
Live Load Defl. U807(0.172") 29.7% 3 1 particular application.Output here based
a on building code-accepted design
Max Defl. 0.262" 26.2% 3 1 properties and analysis methods.
Span/Depth 11.7 n/a 1 Installation of BOISE engineered wood
products must be in accordance with
%Allow %Allow current Installation Guide and applicable
Bearing Supports Dim.(L x M Value Support Member Material building codes.To obtain Installation Guide
BO Post 3-1/2"x 1-3/4" 1925 lbs 43.4% 41.9% Spruce-Pine-Fir or ask questions,please call
B1 Post 3-1/2"x 1-3/4" 1925 lbs 43.4% 41.9% Spruce-Pine-Fir (800)232-0788 before installation.
BC CALC®,BC FRAMER®,AJSTM
Cautions ALLJOISTO,BC RIM BOARD-,BCI®,
Column at Bearing BO analyzed for bearing only, column analysis has not been performed. BOISE GLULAMTM SIMPLE FRAMING
Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
VERSA-STRANDTM,VERSA-STUD®are
Notes trademarks of Boise Wood Products,
Design meets Code minimum(L/1 80)Total load deflection criteria. L.L.C.
Design meets Code minimum(0240) Live load deflection criteria.
Design meets arbitrary(1")Maximum load deflection criteria.
Member Slope=0, consider drainage.
l D
Page 1 of 1
Permit Number
Mched Compliance Certificate CheckedBy/Date
Massachusetts Energy Code
RESchedrSotwmo Version 3.6 Release 2
Data filename:C:IDocuments and SdtingslRobedlDesktopTPlCustommllaportelrescheirdc
PROJECT TITLE:Proposed addtion to the Laporte residence
CITY:North Andover
STATE:Massachusetts
HDD:6322
CONSTRUCTION TYPE:1 or 2 Family,Ddached
HEATING SYSTEM TYPE:Other(Non-Electric Resistance)
WINDOW/WALL RATIO:0.06
DATE:02115/06
DATE OF PLANS:V15/2006
PROJECT DESCRIPTION:
12'x 14'room addition
DESIGNEWCONf RACTOR:
Robert LaFleur
Building Pro€ssionals It
MCSL#048821/HCR#111932
COMPLIANCE:Passes
Maximum UA=48
Your Home UA=39
18.8%BetterThan Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling l:Flat Ceiling or Scissor Truss 180 30.0 0.0 6
Skylight l:Wood Frame.-Double Pane with Low-E 13 0.280 4
Wall 1:Wood Frame,16"o.c. 328 21.0 0.0 11
Window 1:Wood Frame:Double Pane with Low-E 21 0.280 6
Floor 1:AB-Wood JoisVf mss:Over Outside Air 168 30.0 0.0 6
COMPLIANCE STATEMENT:The sed building design described here is consistent with the building loris
l�lb g � ,
gP
s*fcations,and other calculations submitted with the permit application.The proposed building has been designed to
meet the Massadruse is Energy Code requirements in REScheck Version 3.6 Release 2(6rmerly MECcho and to
comply with the mandatory regairenrents listed in the RESchd Inspection Checklist.
The heating load br this building,and the cooling load if appropriate,has been determined using the applicable Standard
Design Conditions bund in the Code.The HVAC equipment selected to beat or mol the building shall be no greats
than 125%of the design load as specified in Sections 780CMR 1310 and 14.4.
Builddesigner Date !:v
I`'
REScheck Inspection Checklist
Massachusetts Energy Code
REScW Sofware Version 3.6 Release 2
DATE:02115106
PROJECT TITLE:Proposed addtion to the Laporte residence
Bldg.
Dept.
Use
Ubgs:
[ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation
Comments:
AboveGrade Walls:
[ ] 1. Wall l:Wood Fmn;16"o.c.,R-21.0 cavity insulation
Comments:
Windows:
[ ] 1. Window 1:Wood Frame-Double Pane with Low-E,U-factor.0.280
For windows without labeled U-kors,describe Eahues:
#Panes_Frame Type Themmal Break?[ ]Yes[ ]No
Comments:
Skylights;
[ ] 1. Skylight 1:Wood Frame:Double Pane with Low-E,U-$utor.0.280
For skylights without labeled U-i ctors,describe funs:
#Panes_Frame Type Thermal Break?[ j Yes[ ]No
Comments:
Floors:
[ ] 1. Floor 1:AB-Wood Joist7russ:OverOutside Air,R-30.0 cavity insulation
Comments:
Air Leakage:
[ ] Joints,penetrations,and all other sudor openings in the building envelope that are sources of air
leakage must be sealed.
[ ] ( When installed in the building envelope,recessed hgbting fixtures
shall meet one ofthe Howing requirements:
1. Type IC rated,ma mf ctured with no penetrations between the inside of the recessed fixture
and Idling 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 cin(0.944
Els)air movement ion the the conditioned space to the ceiling cavity.The hghting fixture
shall have been tested at 75 PA or 1.57 Ibs/12 pressure dibence and sbah be labeled.
� I
Vapor Retarder,
[ ] Required on the warmin-winter side of all non-vented famed ceilings,walls,and floors.
I&Wals identification:
I
[ ] Materials and equipment must be identified so that compliance an be determined.
[ ] Manukturer manuals 6r all installed heating and cooling equipment and service water heating
equipment must be provided
[ ] Insulation R-values and glazing U-iictors must be clearly maiked on the building plans or specifications.
Dud Insulation:
[ ] Muds shall be insulated per Table 14.4.1.1.
Dud Construction:
[ ] I All amessiblejoids,seams,and connections of supply and return dudwoi 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 manukturds installation
instructions. Mesh tape may be omitted where gaps are less than 118 inch.Dud tape is not permitted.
[ ] The HVAC system must provide a means fir balancing air and water systems.
Temperature Controls:
[ ] Thermostats are required br each separate HVAC system.A manual or automatic means to
partially restrict or shut ofthe heating andlor cooling input to each zone or floor shall be provided.
Heating and Cooling Equipment Sung:
[ ] Rated output capacity of the heatinglcooling system is not greater than 125%of the design load as
specified in Sections 780CMR 1310 and 14.4.
Circulating Hot Rater Systems:
[ ] Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
[ ] All heated swimming pools must have an onlof heater switch and require a cover unless over 20%
of the heating energy is fora nondeplethle sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
[ j HVAC piping conveying luids above 120° or chilled fluids below 55 7 must be insulated to the
levels in Table 2.
I"
Table 1:Minimum Insulation Thidmess for Cirala6ng Hot W&N&
Insulation Thickness m Inches by Pipe Sizes
Heated Water Non- kglating Ruoouts Circu]62 Mains and Runouts
Tem nature F Un to 1" to 1.25" 1.5"to 2.0" Over 2"
110.180 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 InsulationThidnessforHVAC Pipes
Fluid Temp.Insulation Thickness in laches by Pipe Si2cs
Pioin¢Svst�s Tye
RpgA RangF La= l"and Less 1.25"to 2"2.5"to 4"
Heafing Systm
Low Pressu>ellempaatz 201.250 1.0 1.5 1.5 2.0
Low Tmpwdm 120.200 0.5 1.0 1.0 1.5
Steam Condensate(6r fxd water) Any 1.0 1.0 1.5 2.0
Cooling Sydo
Chilled Water,Refigcmn 40.55 0.5 0.5 0.15 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD(Building Dephent Use Only)
MEM T David& Sharon LaPorte
FROM: Gerald A. Brown, Inspector of Buildings&Zoning Enforcement Officer
RE: 58 Brightwood building permit
DATE: 3-6-06
Section 9.3 of the Zoning Bylaw(Pre-Existing Non-conforming Single Family
Residential Structures in ... R-4) allows change, extension or alteration"provided that
there is a finding by the Zoning Enforcement Officer that such change, extension, or
alteration shall not render the structure more non-conforming than the existing structure."
The Zoning Enforcement Officer finds that 9.3.a.3. "Alteration to a structure which
encroaches upon one or more required yard setbacks, where the structure after alteration
will comply with all current bylaw requirements except for yard setbacks(the provisions
of this clause shall apply regardless of whether the lot complies with current area and
frontage requirements)."
I
NORTH ANDOVER BUILDING DEPARTMENT
Tel: 978-688-9545
DEBRIS DISPOSAL FORM
r
In accordance with the provision of MGL c 40 S 54, a condition of Building Permit
at: is that the debris resulting from this work shall be
disposed of in a properly licensed solid waste disposal facility as defined by MGL
cIt, S150A.
Also, note Permits are required under Fire Prevention laws Chapter 148 Section
10A.
The debris will be disposed of in:
/ P l
(Location of Facility)
Signature of Permit Applicant
Fire Department Sign off
DumP ster Permit
Date
i
BUILDING CERTIFICATION PLAN
.1
50.05'
SHED
EXISTING PROPOSED
33.6 12'x 74'
POOL ADDI TION.
PORTION OF
EXISTING DECK ,
TO BE RAZED 3
14'
.......__ �.
16.7'
N X24.2
o ^
0 0
o
Residential Property Record Card
PARCEL_ID:210/066.0-0035.0000.0 MAP:066.0 BLOCK:0035 LOT:0000.0 PARCEL ADDRESS:58 BRIGHTWOOD AVENUE
PARCEL INFORMATION Use-Code: 101 Sale Price: 130,000 Book: 04442 Road Type: T Inspect Date: 04/29/2003
Tax Class: T Sale Date: 02/25/1996 Page: 0106 Rd Condition: P Meas Date: 04/22/2003
Owner: Tot Fin Area; 1296 Sale Type: P Cert/Doc: Traffic: M Entrance: C
LAPORTE,DAVID A Tot Land Area: 0.12 Sale Valid: Y Water: Collect Id: RRC
SHARON M LAPORTE Grantor: SIROIS,ROBERT J Sewer: Inspect Reas: C
Address:
58 BRIGHTWOOD AVENUE Exempt-B/L% / Resid-B/L% 100/100 Comm-13/1_090 Indust-B/L% 0/0 Open Sp-B/L% 0/0
NORTH ANDOVER MA 01845
RESIDENCE INFORMATION LAND INFORMATION
Style: BN Tot Rooms: 6 Main Fn Area: 864 Attic: N NBHD CODE: 5 NBHD CLASS:5 ZONE: R4
Story Height: 1.5 Bedrooms: 3 Up Fn Area: 432 Bsmt Area: 864 Seg Type Code Method Sq-Ft Acres Influ Y/N Value Class
Roof. H Full Baths: 2 Add Fn Area;; Fn Bsmt Area: 432 1 P 101 S 5055 0.12 156,107
Ext Wall: AV Half Baths: Unfin Area: Bsmt Grade: DETACHED STRUCTURE INFORMATION
Masonry Trim: Ext Bath Fix: Tot Fin Area: 1 1296 Str Unit Msr-1 Msr-2 E-YR-81t Grade Cond%Good P/F/E/R Cost Class
Foundation: CB Bath Qual: T RCNLD: 115924 PV S 480 1996 A A /50//48 9,500 _
Kitch Qual: T Eff Yr Built: 1962 Mkt Adj: 1.2
Heat Type: HW Ext Kitch: Year Built: 1940 Sound Value: VALUATION INFORMATION
Fuel Type: G Grade: A Cost Bldg: 139,100 Current Total: 304,700 Bldg: 148,600 Land: 156,100 MktLnd: 156,100
Fireplace: Bsmt Gar Cap: Condition: A Aft Str Vail: Prior Total: 284,700 Bldg: 140,200 Land: 144,500 MktLnd: 144,500
Central AC: N Bsmt Gar SF: Pct Complete: Aft Str Va12:
Aft Gar SF: %Good P/F/E/R: //100/76
Porch Type Porch Area porch Grade Factor
E 144
SKETCH 220 PHOTO
L 5
1QI �rye� l�l 56V J 055
12 6117 y p
19 220 SqA.
5�r7e4j �5
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864 Sq.R.
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74
Parcel ID:210/066.0-0035-0000.0 as of 3/3/06 Page 1 of 1
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
at:�6 -Zlyo 11�le is that the debris resulting from this work shall be
disposed of in a properly licensed solid waste disposal facility as defined by MGL
C 11, S 150 A.
Also, note Permits are required under Fire Prevention laws Chapter 148 Section
10A.
The debris will be disposed of in:
(Location of Facility)
Signature of Permit Applicant
Fire Department Sign off
Dumpster Permit
Zl 22210
Date
Residential Property Record Card
PARCEL_ID:210/066.0-0035.0000.0 MAP:066.0 BLOCK:0035 LOT:0000.0 PARCEL ADDRESS:58 BRIGHTWOOD AVENUE
PARCEL INFORMATION Use-Code: 101 Sale Price: 130,000 Book: 04442 Road Type: TInspect Date: 04/29/2003
Tax Class: T Sale Date: 02/25/1996 Page: 0108 Rd Condition: P Meas Date: 04/22/2003
Owner: Tot Fin Area: 1296 Sale Type: P Cart/Doc: Traffic: M Entrance: C
LAPORTE,DAVID A Tot Land Area: 0.12 Sale Valid: Y Water: Collect Id: RRC
SHARON M LAPORTE Grantor: SIROIS,ROBERT J Sewer: Inspect Reas: C
Address:
58 BRIGHTWOOD AVENUE Exempt-B/L% / Resid-B/L% 100/100 Comm-13/1-890 Indust-B/L% 0/0 Open Sp-B/L% 0/0
NORTH ANDOVER MA 01845
RESIDENCE INFORMATION LAND INFORMATION
Style: BN Tot Rooms: 6 Main Fn Area: 864 Attic: N NBHD CODE: 5 NBHD CLASS:5 ZONE: R4
Story Height: 1.5 Bedrooms: 3 Up Fn Area: 432 Bsmt Area: 864 `meg Type Code Method Sq-Ft Acres Influ Y/N Value Class
Roof. H Full Baths: 2 Add Fn Area: Fn Bsmt Area: 432 1 P 101 S 5055 0.12 156,107
Ext Wall: AV Half Baths: Unfin Area: Bsmt Grade: DETACHED STRUCTURE INFORMATION
Masonry Trim: Ext Bath Fix: Tot Fin Area: 1296 Str UnitMsr-1 Msr-2 E-YR-Blt Grade Cond%Good P/F/E/R Cost Class
Foundation: CS Bath Qual: T RCNLD: 115924 PV S 480 1996 A A /50//48 91500
Kitch Qual: T Eff Yr Built: 1962 Mkt Adj: .1.2
Heat Type: HW Ext Kitch: Year Built: 1940 Sound Value: VALUATION INFORMATION
Fuel Type: G Grade: A Cost Bldg: 139,100 Current Total: 304,700 Bldg: 148,600 Land: 156,100 MktLnd: 156,100
Fireplace: Bsmt Gar Cap: Condition: A Aft Str Val 1: Prior Total: 284,700 Bldg: 140,200 Land: 144,500 MktLnd: 144,500
Central AC: N Bsmt Gar SF: Pct Complete: Aft Str Va12:
Aft Gar SF: %Good P/F/E/R: //100/76
Porch Type Porch Area Porch Grade Factor
E 144
W 220
SKETCH PHOTO
12 1A No ict,
19 220 Sq.R.
ure7
FURi.5A .M--Litable
864 Sq.R.
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6 144 Sq.ft 6-
Parcel ID:210/066.0-0035-0000.0 as of 3/3/06 Page 1 of 1
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
600 Washington Street
Boston,MA 02111
�y
www mass.gov/dia
Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name (Business/Organization/Individual):�L{�„ P PO CESS i 0 QUA(,,S -A1�-
Address: l Z L AAA YET TE
City/State/Zip: J 1yw t u. Fti, -- oAA s-4 Phone#: q16 i'ZD .Saks.
Are you an employer?Check the appropriate bog: Type of project(required):
1.❑ I am a employer with 4. ❑ I am a general contractor and I
_ __ f._❑New construction
employees(full and/or part-time)-* have hired the sub-contractors
2.El am a sole proprietor or partner- listed on the attached sheet. # � ❑ Remodeling
ship and have no employees These sub-contractors have 8. ❑ Demolition
working for me in any capacity. workers' comp.insurance. 9. RrBuilding addition
[No workers' comp.insurance 5. are a corporation and its
required.] cers have exercised their
We 10.❑ lectrical repairs or additions
3.❑ I am a homeowner doing all work right of exemption per MGL 11.El Plumbing repairs or additions
myself. [No workers' comp. c. 152,§1(4),and we have no 12.❑ Roof repairs
insurance required.] t employees. [No workers' 13.❑ Other
comp.insurance required.]
`Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information:
Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information.
ram an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
nformation.
nsurance Company Name:
'olicy#or Self-ins.Lie. #= Expiration Date:
ob Site Address: City/State/Zip:
kttach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date).
'ailure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
ine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine
if up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
nvestigations of the DIA for insurance coverage verification.
do hereby certify under the pains and penalties of perjury that the information provided above is true and correct:
Unature: � f` ���- Date
'hone#: ci7b 17, 3 Z/T
O,fftial use only. Do not write in this area,to be completed by city or town ofjlcial,
City or Town: Permit/License#
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#i
J -�
_ Board of Building Rei t i.t�ns and Standards
f One Ashburton P:� ce -
Room 1.301
Boston. Massy 'N usetts 02108
Home Improvement I'Gntractor Registration
ji
Registration: 1 1 3 52
Type: Pri <ir Corp
oraYon
Expiration.: 1,',1.8120
BUILDING PROFESSIONALS INC. , --- - -
ROBERT LAFLEUR
123 LAFAYETTE ST
LOWELL, MA 01854Jq
isf,71 fill,ci121tac
DPS-CAI as 50M-04/04-G101216
d
I a. '��N.�,� . ..: i4 '� L ,AW:,,M 9J/.WWMZ I � Y��yl•w
(� c✓!/(+Y,`.�'9(.Y�ZilOfv([dl.:;
} r= BOARD OF BUILDING REGULATIONS
1 Licenser CdNSTRUCTION St1PERVIS6R;'
Number•, CS 048827
Birthdate: 08128/1963
Ex ICesi 08/2 /
� p 8 2007 Tr no: 3738'.6 '
' Restrtctedc 00
ROBERS A .LAEL8QR,
123 LAFAXE7TE ST-'
LOWELL„W1A 01854
C.=SSioher
. ,.........
Building Professionals, Inc.
NARY
Professional Building&Remodeling, On time, On Budget, or We'll Pay You, Guaranteed in Writing ;UMo� 'WDUSMY
M E M B E R
AGREEMENT FOR SERVICES
This Agreement,along with the attached plans and specifications(if applicable),is the entire Agreement,and replaces
any prior agreements.
Date of this Agreement: February 15,2006 Name of Salesperson: Robert A.LaFleur
Description of work to be completed:
Room addition,granite countertops,tile kitchen backsplash,new kitchen ceiling,tile tub surround.
See attached specifications.
Limitations on work to be completed: Any items of work or services not specifically provided for in this Agreement
are excluded. This excludes,but is not limited to,any unspecified alterations to existing structures or disposal of
unrelated existing materials on site.
Client name and address: David&Sharon Laporte,58 Brightwood Ave.,No.Andover,MA 01845
Job Location: Same
Price of specified work to be completed: $33,579.00
Payment Terms: $1,500.00 NON-REFUNDABLE deposit due upon execution of Agreement for Services. Equal
payments of$3,500.00 due on start date continuing weekly thereafter for a total of nine weeks.Balance of $579.00 due
upon completion.
Completion: Work to be completed within 50 business(Mon—Fri)days of start date. Building Professionals Inc. will
incur a penalty of$100.00/day beginning on day 51 and continuing until work is completed. Work shall be deemed
complete when all stated services have been substantially completed. It is understood that routine"punch-list"or repair
items, are beyond the scope of completion and are covered under builders' warranty obligations. Builder is not
responsible for delays incurred due to the actions or inactions of city/town officials, strikes, Acts of God, unfulfilled
customer obligations, customer supplied or specified items, or other delays beyond our control with regard to this
agreement.
Additional work: Any alteration or deviation from above specifications involving extra costs, will be executed only
upon written orders, and will become an extra charge over and above the amount specified above. Change orders effect
completion date.
Insurance: Owner to carry fire, tornado, and other necessary insurance upon above work. Public Liability Insurance
on above work to be taken out by Building Professionals,Inc.
Notice: All home improvement contractors and subcontractors shall be registered and any inquiries about a
contractor or subcontractor relating to a registration should be directed to: Director, Home Improvement
Contractor Registration,One Ashburton Place,Room 1301,Boston,MA 02108,Tel.(617)727-8598.
Your cancellation rights: Subject to the provisions of MGL c.93, s.48; MGL c. 140D, s.10 or MGL c.255D s.14, as
may be applicable,the owner may cancel this contract within three business days of the date the contract was signed.
Warranty: Building Professionals, Inc. warrants its work and the product(s)used therein against defects in materials
and workmanship for a period of three years from the date on the Invoice for final payment. During the warranty
period, Building Professionals, Inc. will, at its option, either repair or replace products or workmanship which prove to
be defective. This warranty shall not apply to defects or damage resulting from improper or inadequate maintenance by
the customer, customer supplied products, unauthorized modification or misuse, damage incurred as a result of Acts of
God or Civil Strife. The warranty set forth above is exclusive and no other warranty, whether written or oral, is
expressed or implied. Building Professionals, Inc. specifically disclaims the implied warranties or merchantability and
fitness for a particular purpose.
MCLS# 048827 HICR# 117932 FEIN# 04-3407556 123 LAFAYETTE ST. LOWELL,MA 01854 978-970-3215
i
Owner's Rights: You are dealing with a registered Home Improvement Contractor and are entitled to certain rights under the provisions of
780 CMR R6 and MGL c.142A.
Liens: There are NO liens or security interests on the residence listed above as a consequence of this contract.
Final Payment: If final payment is not received on the completion date, the owner shall be responsible for all court costs and other costs
incurred by the contractor,in attempting to collect final payment. j
Pets: Homeowner agrees to keep all pets out of the work area and take whatever steps are necessary to safeguard them from any harm that
may come to them as a result of work being performed under this contract, including but not limited to, injury on or outside the premises or
ingestion or inhalation of, or contact with hazardous substances.Building Professionals,Inc. assumes no responsibility for any harm to pets
as a result of the work being performed under this contract.
Utilities: Building Professionals will endeavor to notify the homeowner in a timely manner of any interruption of utility services
(electricity,gas,water,heat,etc.),however there may be instances when we must shut down these services without advance notice. You
must arrange for emergency backup services for any utility critical equipment such as medical devices,computers,etc. You must notify
Building Professionals at the start of the workday if you will be engaged in any utility critical activities.Notification must be done in writing
by making an entry in the daily logbook on the jobsite.
Wood Flooring: You are having a wood floor installed in your home. Changes in temperature and relative humidity will affect your wood
floor.These changes may cause gaps to form between strips,cupping,buckling,movement, and/or cracks/splits in the flooring.Also,a
combination of these results may be present in the same floor.The following information and comments should help explain some causes of
shrinking and swelling,and some of the possible results.
SHRINKAGE EXPANSION
Wood is a hygroscopic material.This means when wood is exposed to air,it will dry or pick up moisture until it is in equilibrium with the
humidity and temperature of the air.Moisture absorption causes wood to swell. Shrinkage of wood begins at 25-30%moisture content,the
fiber saturation point,and continues until wood reaches 0%moisture content,an oven dry state. Conversely,swelling occurs as wood
increases in moisture content from 0%to 25-30%moisture content,the fiber saturation point.Above 25%-30%wood is dimensionally
stable.
Wood does not shrink or swell equally in all directions.A change in moisture content of a wood piece from 0%to 28%(oven dry to fiber
saturation point)will increase the size of the piece approximately 0.1%longitudinally or along the length/grain,2%to 8%perpendicular to
the annular growth rings(radially or in strip width for quarter sawn flooring),and 5%to 15%change in size parallel to the tree s annular
growth rings(also known as tangentially or in width of the strip with plain sawn flooring).
EQUILIBRIUM MOISTURE CONTENT
The moisture content of wood below the fiber saturation point is a function of both relative humidity and temperature of the surrounding air.
Wood will absorb moisture from its environment or lose moisture to its environment until the wood reaches a point of equilibrium.The
equilibrium moisture content(EMC)is defined as the moisture content at which the wood is neither gaining nor losing moisture; an
equilibrium condition has been reached.
Wood in service usually is exposed to both long-term(seasonal)and short-term(daily)changes in the relative humidity and temperature of
the surrounding air.Thus,wood virtually always is undergoing at least slight changes in moisture content.These changes usually are
gradual,and short-term fluctuations tend to influence only the wood surface.Moisture content changes may be retarded,but not prevented,
by protective coatings, such as sealers,polyurethanes or paint.The practical objective of all wood seasoning,handling,and storing methods
should be to minimize moisture content changes in wood in service.Favored procedures are those that bring the wood to a moisture content
corresponding to the average atmospheric conditions to which it will be exposed.
Generally,wood flooring is expected to SHRINK in dry climates or when it is exposed to dry conditions.Also,wood flooring is expected to
EXPAND in the wetter climates or when it is exposed to wet conditions.
Colors: You will need to choose colors and finishes for the products being used in your remodeling project including,but not limited to,
stain,paint,flooring, cabinetry,and decking. It is important to remember that a color/finish you see at a store or in a showroom may not,in
fact probably will not,look the same in your home. Even a product that you see IN your home before the remodeling begins may not look
the same after the project is completed when all the different colors and finishes have come together. One manufacturer's almond is not
another's.All colors,finishes,etc.must be specified on the product selection sheet. All paint must be Benjamin Moore. All stain must be
Minwax.
Uwe have chosen the colors/finishes listed on the product selection sheet and understand that colors/finishes may vary as indicated above.
Uwe understand that any color/finish changes requested after a product has been ordered,received,installed or applied will only be done
after a written change order has been executed and paid.
Allowance Items: This contract contains allowance items and/or customer supplied items. These are items that you must shop for. A list that
includes the name of the item, quantity needed, size,other pertinent information as required,allowance amount,and the date the item must be
on the job-site will be given to you. You must check with the supplier and secure guarantees that the items meet the criteria on the list and will
be delivered and installed(if applicable)on time.
The list also provides a space for you to indicate the make,model#, color,dealer,dealer representative,dealer representative phone#,and any
other pertinent information. This information must be supplied to Building Professionals,Inc. in a timely manner so that Building
Professionals,Inc. can insure that the items you have chosen are suitable for their intended use,meet all applicable building codes,and
integrate with other items as needed.
You,in essence,become one of the subcontractors on the project and your cooperation is critical to the timely and satisfactory completion of
your remodeling project. Building Professionals, Inc.works on one remodeling project at a time. This allows us to give your project the
complete attention it deserves. Building Professionals Inc.will not go to another job in the event that an item doesn't show up on time or is
incorrect. For this reason Building Professionals will charge$500.00/day for every day or portion thereof that work cannot proceed because of
missing/late allowance items. Work will not resume until full payment has been received. The completion date specified in this contract will
be extended by change order.
Permits_ All necessary construction-related permits will be obtained by the contractor or its subcontractors. Any owner who secures a
construction-related permit on their own, shall be excluded from access to the Guaranty Fund.
Unregistered contractors: Any owner who deals with an unregistered contractor will be excluded from access to the Guaranty Fund.
Buildine Officials: Any additional costs incurred by Building Professionals, Inc. as a result of decisions made by building officials will be
the responsibility of the homeowner. The cost of the additional work will be calculated as follows: Material cost plus an hourly rate of
$75.00/man hr.
Arbitration: The contractor and the homeowner hereby mutually agree in advance that in the event the contractor has a dispute
concerning this contract, the contractor may submit such dispute to a private arbitration service which has been approved by the
Secretary of the Executive Office of Consumer Affairs and Business Regulations and the consumer shall be required to submit to such
arbitration as provided in MGL c.142A.
DO NOT SIflNgUllCLAUSE IF THERE ARE BLANK SPACES
L b
Owners Name(s) Date
President,Robert A.LaFleur Date
NOTICE: The signatures of the parties above apply only to the agreement of the parties to alternate dispute resolution initiated by
the contractor. The owner may initiate alternative dispute resolution even where this section is not signed separately by the parties.
All work to be completed in a good and workmanlike manner. All changes shall be indicated on this Agreement, plans and
specifications(if applicable)and initialed by both parties.
The above prices, specifications and conditions are satisfactory and are hereby accepted by all parties. Building Professionals,Inc. is
authorized to perform the work as specified. Payment will be made as outlined above.
DO NOT SIGN CONTRACT IF THERE ARE ANY BLANK SPACES
Owners Name(s) Date
President,Robert A.LaFleur Date
I