HomeMy WebLinkAboutBuilding Permit #365 - 194 BOSTON STREET 11/9/2009 BUILDING PERMITNORTH q
C its eD 06 ti
TOWN OFNORTH ANDOVER �� '` '° °
APPLICATION FOR PLAN EXAMINATION .01
Permit NO: Date Received
��SSACHUSE� 5
Date Issued: �l a
IIN+POR(TTA�NT:Applicant must complete all items on this page
LOCATION
s of
PROPERTY OWNER a. �
'.Pant-,'-
.MAP NO: ARCEL: ZONING_DISTRICT: Y'Historic District yes no
_ Machine Shop Village yes n
TYPE OF IMPROVEMENT PROPOSED USE
Residential -Non- Residential
New Building ne famil
ddition Two or more family Industrial
Alteration No. of units: Commercial
Repair, replacement Assessory Bldg Others:
Demolition Other
Septic Well 'Floodplain `Wetlands Watershed Distnct y'
Water/Sewer ;
DESCRIPTION OF WORK TO BE PREFORMED:
Identification Please Type or Print Clearly)
OWNER: Name: Phone:
Address: lei lS
} tO
ONTRACTOR Name:. - '�
T ' Phone:
Address:
-Sp-pervisor's Construcfion Lacense . .,Exp !Date s
}.
i_
Home trnprovement License _ 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: $r/ � 06VFEE: $
T—
Check No.: y Receipt No.: 2-
NOTE: Persons contracting wit u re istere contractors do not have access to the guaranty fund
Signature of,Agentl0wner . Signature of.contractor T
Location
�S Date
No.
NORTH TOWN OF NORTH ANDOVER
L
41
O R
Certificate of Occupancy
} �, •,a Building/Frame Permit Fee
�sswC HU
Foundation Permit Fee $
Other Permit Fee $ ----
TOTAL $
Check # 3t
2 22 6 0 6 Building Inspector
Plans Submitted Plans Waived Certified Plot Plan Stamped Plans
TYPE OF SEWERAGE DISPOSAL
Public Sewer Tanning/Massage/Body Art Swimming Pools
Well Tobacco Sales
Food Packaging/Sales
Private(septic tank,etc. Permanent Dumpster on Site
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF - U FORM
DATE REJECTED DATE APPROVED
PLANNING & DEVELOPMENT
COMMENTS
CONSERVATION Reviewed on Si natur ` t
COMMENTS 1 u (�
EALTH Reviewed
e ewed on Si nature
COMMENTS ��mac• ;.���c. �,-��,
ZLcy— '0/-T 0-1"C-
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
DPW Town Engineer:*Signature:_ :,� , ` ';.,'•`
Located 384 Osgood Street
FIRE DEPARTMENT .Temp Dumpster on site}yes ::no
Located at 1.24:Main Street
,'Fire°'Department signature/date
CQMMENTS } , t
Dimension
Number of Stories: Total square feet of floor area, based on Exterior dimensions.
Total land area, sq. ft.:
ELECTRICAL: Movement of Meter location, mast or service drop requires approval of
Electrical Inspector Yes No
DANGER ZONE LITERATURE: Yes No
MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine
NOTES and DATA— For department use
A-adAM
�
❑ Notified for pickup - Date
I F
�_. .........._......._. __...._..._..._. ...........
Doc.Building Permit Revised 2008
Building Department
The following is a list of the required forms to be filled out for the appropriate permit to be obtained.
Roofing,.Siding, Interior Rehabilitation Permits
❑ Building Permit Application
❑ Workers Comp Affidavit
❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses
❑ Copy of Contract
❑ Floor Plan Or Proposed Interior Work
❑- Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
Addition Or Decks
❑ Building Permit Application
❑ Certified Surveyed Plot Plan
❑ Workers Comp Affidavit
❑ Photo Copy of H.I.C. And C.S.L. Licenses
❑ Copy Of Contract
❑ Floor/Crossection/Elevation.Plan Of Proposed Work With Sprinkler Plan And,:-(,
Hydraulic Calculations (If Applicable)
❑ Mass check Energy Compliance Report (If Applicable)
❑ Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire.Department prior to issuance of Bldg Permit
New Construction (Single and Two Family)
i
f
❑ Building Permit Application
❑ Certified Proposed Plot Plan
❑' Photo of H.I.C. And C.S.L. Licenses
❑ Workers Comp Affidavit
❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And
Hydraulic Calculations (If Applicable)
❑ Copy of Contract
❑ Mass check Energy Compliance Report
❑ Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals
that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording
must be submitted with the building application
Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07
Revised 2.2008
Town of N
No.� I me tT
North Andover, Mass.,
BOARD OF HEALTH
�a�pd�y�i�tc
S��i ,Sys em.........................:....._.............................................._...__.._........_._....._............
rPERMIT T
0 BUILD
BUILDIN G IN '
r �.. • '•• , . � �.. ... S PECTO R
THIS CERTIFIES THAT
............................................................................................................... d ti
T oun o
.. a n
has permission to erect........................................ buildings on......•....;r:..;.:..s...:. �...:...'.lob........ .................................... Rough
to be occupied as............ :::...' ✓.�........:'. r:... . .:: ....:`'. �`.�:�......'..:.....� ......�;..a `�...�;. ::...[;.s''%`..:' , Chimney
provided that the person accepting this permit shall in every 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 Constr coon,of .
Buildings in the Town of North Andover. =`= '"• PLUMBING INSPECTOR
VIOLATION of the Zoning or Building Regulations Voids this Permit. ou
Final�! 71711z—
ELECTRICAL
1 ZY
ELECTRICAL INSPEC'TgR
................. ..................
................... service
BUILDING INSPECTOR
3 GAS INSPECTOR
3Final
Display in a Conspicuous Place on the Premises -- Do Not Remove
No Lathing or Dry Wall To Be Done FIRE DEPARTMENT
Until Inspected and Approved by the Building Inspector. Burner
Street No.
SEE REVERSE4 SlDE.r�s
Smoke Det.
. Townof North Andover .
No.E,,� '�'�
*:th Andover, Mass.,
BOARD OF HEALTk
_.. -.PERMIT
. — — _.........._...TO-
- --- � :Systetn...........
BUILDING INSPECTOR f
THIS CERTIFIES THAT.........-........._. f:..'..'..........................................................................
Foundation
has permission to erect........................................ buildings on.... ......; : , ............ .... Rough
to be occupied as. .,. ...::: :::...:..� :' �:. . '.': :.. :.......:�'...... ... ... ...
` Chimney
provided that the person accepting this permit shall in every respect conform to the terms of the\ Final
this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration a.
Buildings in the Town of North Andover. PLUMBING/INSPECTOR
VIOLATION of the Zoning or Building Regulations Voids this Permit. o� ® �/« I �
Final71712
ELECTRICAL INSPECTOR
....................................... °P , !.r:..S06 .. Service
....................................
BUILDING INSPECTOR ®
GAS INSPECTOR
3Final
Display in a Conspicuous Place on the Premises -- Do Not Remove
No Lathing or Dry Wall To Be Done FIRE DEPARTMENT
Until Inspected and Approved by the Building Inspector. Bumer
Street No.
SEE REVERSE S1JDE+ '� Smoke Det.
Town oort over .
Andover, Mass.,
BOARD OF HEALTH
,Ptc n
................. ..... .............. ........... ............................................... S
•
ysiem
BUILDING INSPECTOR
THIS CERTIFIES THAT....................... ..................................... ....... ............
Foundation
has permission to erect........................................ building 41
s on ........... Rough-
. ............. Chimney
to be occupied as.............Z,::.......i...... ...................
provided that the pirson accepting
this office, and permit shall in every respect 1 1116: A Final
to the provisions of the Codes and By-Laws relating A f
Buildings in the Town of North Andover.
PLUMBING INSPECTOR
Andover,
PERMIT TO /-
VIOLATION of the Zoning or Building Regulations Voids this Permit. c-,
Final -7
ELECTRICAL INSPECTqR
./......... Service
.......................
BUILDING INSPECTOR 2
, / -Y
: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. Bumer
Street No.
SEE REVERSE SIDE Smoke Der.
S.Y. PINE
LAM. BOW RAFTERS 5/8" PLY. SHTH. W/
MIN "E"=1.6500 PANEL CLIPS ® EA. BAY
1x6 REDWD. RIDGE BD. 6
T.O. W/CONT. "CORA-VENT" 2"00" LUL FASTEN W/SIMPSON
RIDGE RIDGE 3/4" T & G. H2.5
SUB. FL.
S.Y. PINE 2"x4" PLATE
LAM. BOW RAFTERS 2"x10" 2 1 2 ALUM. DRIP
® 2'-0" O.C. TOE NAIL W/ II T EDGE
MIN "E""E"=1.6500' 2-16d COMMON L. JST.II g 1/8"
NAILS EA.
JOIST ®
1"x 10"
5/8" PLY. SHTH. W/ FASCIA
PANEL CLIPS. IN EXT. WALL I CONT. SCREENED
EACH BAY SOFFIT VENT
AT_ TIC I��` 1/2" EXT. PLY.
RED CEDARS (TYP.)
5" TO WEATHER ON 4-12d COMMON SOFFIT
"CEDAR BREATHER" 5/8" PLYWD. NAILS
W/30 Ib. FELT PAPER SUBFLR. EAVE DETAIL
SCALE: 1"=1'-0"
B.O.
CLG. 2"00" CLG. JSTS. ® 2'-0" O.C.
3/4"x2 1/2" FURRING
STRAPPING ® 16" O.C.
w
12 w
of
> 12 CONT. AIR SPACE > 3/4" T & G. PLYWD.
BY INS. BAFFLE SYSTEM GLUED & NAILED
00 m
14'-1 1j" 14'-1 1j"
2ND 200 BLOCKING
FLR. EA. BAY
2"00" FL. JST. ® 16" O.C. 2"x10" FL. JST. ® 16" O.C.
T.O.
TPL..O 3/4"x2 1/2" FURRING
CONT. SCREENED STRAPPING ® 16" O.C.
VENT (TYP.) COAT IMP" BD. W/SKIM
w
EXT. SIDING
TYVEK BLDG. WRAP
112" A.P.A. RATED PLYWD. 3/4" T & G. PLYWD.
0 6 FGL. INS. GLUED & NAILED
j 5/8" "IMP." BD. W/SKIM COAT
PLASTER FINISH _
8" BELOW
14'-0" 14'-0" T.O. FND.
IST
FLR.
_M 2"x10" FL. JST. ® 16" O.C. HEM. FIR (Fb-1150 psi) 2"00" FL. JST. ® 16" O.C.
RA
T.O. 2-2"x6" P.T. SILL/ c 1 }
FND. W/SILL INS. ��+ �,�`/� METAL BRIDGING 6-.,GED
(( 4 - 2"x10" LAM. WD. BM. ® MIDSPANS (TYP.) IIIIIIII
1/2"x10" ANCHOR BOLTS
SPACE/CODE 3 1/2" CONC. FILLED I
LALLY COLUMNS
10" POURED CONC. �T
o FND. (TYP.)
ara �
28'-0"
CONT. KEY 4" CONC. SLAB
(TYP-) W/6 MIL. POLY. V.B.
T.O.
1996
FTG.
0
B.O. I-111=1 III 6" CRUSHED STONE 1 1—III PF, —FTG.
=IF=1 1= I
1'-8" SECTION A - A
SCALE: 1/2"=1'-0" GRADE ALTERNATE FND.
III=1 SHELF DETAIL
I—II 1=
B
:3 Dennis
v DOW RAFTER DETAIL Talbot
w �, Builder
� o o SECTION '"mew BA
N Z DENNIS TALBOT PA.BW!8 9 07BD7
ai
a
' �i
V
LAWRENCE H. OGDEN,PE.
198 EAST MAIN STREET
GEORGETOWN,MA 01833
978-352-8318 fax 978—352-2858
cell 978-502-5921
October 26,2009
Mr. Matt Goodrow
194 Boston, Street
North Andover,Ma. 01845
RE: 194 Boston, Street,North Andover,Ma. 01845
Dear Mr. Goodrow
As you requested I reviewed the pans you brought to me for the garage addition to
your residence. These plans are entitled Foundation•Plan,First Floor, Second Floor and a
section,not dated but received by me 10-13-09.
As you requested I reviewed the plans for compliance with the 7"'Edition of the
Massachusetts State Building Code and can certify that Wall Bracing is in conformance
with Section 5602.10 utilizing continuous structural sheathing,provided the edge of
window openings are no closer than 24 inches to the building corners. I have attached
SK-1, SK-2,and SK-3 showing the required details and Structural General Notes that
must be followed for compliance. I also specified 14"BCI 90S 2.0, floor joist if you want
to substitute another product please submit manufacturers calculations for approval. In
addition SK-1 shows the required garage door header.
You should be aware that the North Andover Building Department will require
that I inspect the framing prior to insulation,therefore it is imperative that the attached
information be followed without deviation unless approved by me.
Should you require any additional information please do not hesitate to call.
Yo s truly,
(t1 OF MqS
s
wrence H. Ogden,P.E. �o L,wRENCE 9�ti
c
HAROLD
y
A 27 S o Q
Al,
i!�i.
RS-5toEtic'e„
MATT' GooD REW to(Z3(09
194 6o5toN STRemr
IV OCT4 AA Oov eg- te-4
ZxtL
continuous ridge
t0 - 1641 MA tt,g
G�tt,�NG to i PMIL 5&@ G�NEftAI.
2x10"cer7ing joist Ton center ATrAC4 C P
5�e
It-3
Icylene foam insulation throughout
58E Z,xtG Bow truss 24"on center tslbw9SIS 50Y. 1'IAF- E.e (•664(0
518 cdx with ply clips
D fl?M L Asphalt roofing
5 K-2
1('A eto"o t
l�tbnx 14�� i4"BGS 905 2.0 P- 24"00 8A Toe 0J.4%k.a
V6t sft P.Ik 2x10"window header@ 68"typical
I I Ac•T�q.*a I I
Icylene foam insulation fhrouo I CD I I
I I I 2x416"on center 7/16"OSB Tyvek wrap Vinyl Siding TYP
I I I I
I I I I 3✓4`T&G Advantec gluded and nailed
t6 A e(o'% oc
/
41eeawes . l4"`6GL 9OS 2.0 �!t6�`o� $,& Tot N�stt, x6„400 4 ,+" I I I' 2x6"Pressure treated sill with s#I seal
V E�'sq t'�nn I I 1V�Ttr } I I
0-I41We DootZ t4e4oe2 -m Ole
i Im 2 -t•7Sx tt.t5 `vL corua►ttGT 'taFeti�rR I i
IN I rI4 2. AvwS 3'0/6" PAS«► I-4sTs it I 10"conte on 10"x 24"footing wit rGement
I°; 'gauss LO GK 'e. t&u O C I � �TH OF M'4Sf
24'0'
I LARow E
l DEN -4
ti 0124109
, p� 7 5 O
OF�sG TE� @ i
S OhAI ENG
OCT 1 3 2009
Lawrence H.Ogden P.E.
Y........... ..�"
198 East Main St
"" Georgetown, MA 01833
I
R �S�AENG� iP�Z3 (09
19 4- (3 o s rST
►V 0%QT4 1A",4,D0uc
E
S Vii p S C)N
A M6 GL t p
s
Vii, 3k
4- 6<< 0 C
Pt kTE. TO R►M
pLAfi
PLATS To
30 5T
d� To F- NeAIL
e G"0
l�t M T O PLA-'"IE
S ECON V rLodpl Nrvr-GTtON
OF,yqs 9
r� WRENCE
Lawrence H.Ogden P.E. l
198 East Main St oG�'E
Georgetown, MA 01833 1 6 0
G,ST
FSS�ONAL t�G��
BRACED WALL PANEL ADDITIONAL CONNECTIONS -3
FOR ALL EXTERIOR WALLS 5602.10.5 t d(23I n9
CONTINUOUS STRUCTURAL PANEL SHEATHING
ALL OTHER DIIAILING NOT SHOWN TO BE
IN CONFORMANCE WITH TABLE 5602.3(1)
OF THE MASS. CODE 7TH EDITION
5 Rt 5 K-Z
. RoR �TCRN�tI ..
SEE PLANS AND
SECTION FOR REQUIRED
HURRICANE CLIPS _ AIR
AND CEILING SPACE SAC 6"
RAFTER CONNECTIONS
2X BLOCKING
CONNECT DRY WALL 3-8d 6"O.0
WITH TYPE W'OR S .. 3-8d PER BLOCK 2 X BLOCKING
SCREWS @ 12"OC PER TOE NAIL' @ 16" O.0
ASTM C'1002 WITH AT STUD RIM
MIN PENETRATION TO FIRST JOIST
5/8"TYPICAL
GoNwect' wau.a RooR JOIST SPAN $AQ6u
6?AAAT►1 l W& W ITN
e 6"OlL pArucc. EoGr;,S
3-16d'EVERY 16"O.0
8d NAILS.(2 1/211 X.113
OF BRACEWALL
16d NAILS(31/2 X .135INTO JOIST/BLOCKING �
8� e&
8d @ 6"O.0 P�z14 OF �
RIM BOARD JOIST SPAN TV LAWRENCE
TO PLATE TYPICAL o ROLA N
EN rn:
AL V-'A
PERPENDICULAR TO PARALLEL TO
FLOOR FRAMING 1/2"A307 ANCHOR BOLT FLOOR FRAMING
WITH NUT AND WASHER
31/2"MIN 12"MAX FROM END NOTE
AND MAX 6'-O"O.0 W14 Plat:
OR SHOWN ON DRAWINGS ALL wR�� patiet.b
MIN 2 BOLTS/WALL Pt:�a-re A'T 8u`ti),A;c.
GRN 6.�S TO 6 @
A, m%N10+vm OF
WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 5602.10 OF Z q-
THE 7TH EDITION OF THE-MASSACHUSETTS STATE BUXI DING CODE FOR
1&2 FAMILY DVELLINGS AND ALTERNATIVE DESIGNS AS INDICATED ON
THE DRAWINGS.DO NOT MODIFY DOOR OR WINDOW OPENING SIZES
AND LOCATIONS OR HEIGHTS AND LENGTHS OF WALLS AS INDICATED
ON THE ARCH1TECrURAL DRAWINGS WITH OUT APPROVAL OF THE
ENGINEER AS THIS MAYR$SULT INNON-CONFORMANCE WITH THE Lawrence H. Ogden P.E.
WALL BRACING.RE UIREMENT.OFTHECODE. 198 East Main St
R e5 t06"Ce Georgetown, MA 01833
MATT Cr.DOOROw
194 60smw ST -- '
avOLTM+ A.n.00�eR
i
STRUCTURAL GENERAL NOTES: GOODROW RESIDENCE,194 BOSTON STREET
NORTH ANDOVER,MA.10.23.09
1. LVL BEAMS SHALL BE BOISE CASCADE VERSA-LAM, E=2,000,000 PSI,Fb=3100 PSL
ALL INSTALLATION TO BE PER THE MANUFACTURERS CURRENT RECOMMENDATIONS
AND SPECIFICATIONS ALL COLUMS DESIGNATED ON DRAWINGS AS VERSA LAM TO BE
BOISE CASCADE VERSA-LAM 1.7 2650,DO NOT KNOTCH OR CUT LVL BEAMS OR
PENETRATE WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFABTURER
I LEVEL TRUS JOIST LVLs Fb=2600,E-1,900.000 PSI ARE AN ACCEPTABLE ALTERNATE
2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR LESS TO BE
NAILED TOGETHER WITH 3 ROWS 16 d®12"oc. OR AS SHOWN ON DRAWINGS.
3, ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN THREE
MEMBERS TO BE BOLTED TOGETHER WITH 3 ROWS OF'/,"dia.BOLTS,
ANSI/ASME STANDARD B18.21-1981®12"oc.STAGGER OR OFF SET EACH ROW
BOLTS SHALL BE PLACED IN SNUG HOLES,WITH A MINIMUM EDGE DISTANCE OF 2" AND
WITH STANDARD WASHERS AT BOLT HEAD AND NUT,OR AS SHOWN ON DRAWING.
4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 TO 3
LVLS USE 3'7I 3.5", 4 LVLS USE 4.5"X 3.5",5 LVLS USE 6"X 3.5"ORAS DESIGNATED ON
DRAWINGS OR ON STEEL.
5. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 14.5"SOLID EACH SIDE
6. ROOF AND WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC.AT
PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT EDGES
7. GYPSUM BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPE S SCREWS IN
ACCORDANCE WITH ASTM C 1002(x112"OC.AND SHALL PENETRATE FRAMING A MINIMUM
OF 518".
S. ALL OTHER FRAMING TO BE PER THE 7TH EDITION OF MASSACHUSETTS STATE
BUILDING CODE.FRAMING LUMBER tb-875 psi,E=1,200.000 psi
9 ALL JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIE,INSTALLATIONAND
NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS:
10. USE SIMPSON ,HURRICANE TIE AT THE EAVE END OF EACH ROOF RAFTER OR
TRUSS.ALL EXTERIOR HANGERS TO BE STAINLESS STEEL.SPECIFIED HARDWARE MAY
REQUIRE SPECIAL ORDER ALLOW SUFFICIENT LEAD TIME FOR DELIVERY.
11. ALL PRE-ENGINEERED JOIST TO BE BY BOISE CASCADE AND INSTALLED PER THE
CURRENT MANUFACTURERS INSTRUCTION AND SPECIFICATIONS,INCLUDING BUT NOT
LIMITED TO ALL ACCESSORIES SUCH AS RIM BOARDS,WEB STIIFINERS,BRIDGING,
BRACING,NAILING AND CONNECTION REQUIREMENTS,ETC.,DO NOT KNOTCH OR CUT
JOIST OR PENETRATE WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFABTURER
12. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE
MANUFASTURES LATEST INSTALLATION RECOMMENDATIONS AND SPECIFICATIONS
FOR LVL BEAMS AND PRE-ENGINEERED JOIST.
13. ALL STEEL TO BE A36,STEEL COLUMNS,WITH BASE AND BEARING PLATES TO BE BEAM
WIDTH*8"* ''A" PLATES WITH 4-'/J'HOLES,BOLTED OR WELDED TO BEAM,OR AS
SHOWN ON DRAWINGS.
14. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNINTERUPTED SUPPORT ALL THE
WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM.
15. BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD CONDITIONS
THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE ENGINNER PRIOR TO
PROCEEDING WITH CONSTRUCTION.
16. ALL BIGFOOT SYSTEMS TO BE INSTALLED PER BIG FOOT INSTALLATION MANUAL
17. COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PROJECT
DRAWINGS INCLUDING SHOP DRAWINGS.
18.. LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 30 PSF,DL 15 PSF,ROOF GROUND SNOW
LOAD 50 PSF,DECK LL 60 PSF WIND LOAD 100 MPH.,EXPOSURE B
19 .FOUNDATION TO BE CARRIED DOWN TO UNDESTURBED SOIL HAVING A MINIMUM
BEARING CAPACITY OF 2 TONS PER SQUARE FOOT.
20. WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 5602.10 OF THE 71'H EDITION OF
THE MASSACHUSETTS STATE BUILDING CODE FOR 1&2 FAMILY DWELLINGS AND
ALTERNATES AS INDICATED ON THE DRAWINGS.DO NOT MODIFY DOOR OR WINDOW
OPENING SIZES AND LOCATIONS,OR HEIGHTS AND LENGTHS OF WALLS AS INDICATED
ON THE ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE ENGINEER AS THIS
MAY RESULT IN NON-CONFORMANCE WITH THE WALL BRACING REQUIREMENTS OF
THE CODE.
ASN OF M
21. THESE GENERAL NOTES AND ALL THE PROJECT DRAWINGS TO WHICH THEY ARE A S�� ASd9C'
PART OF ARE INTENDED FOR THE SPECIFIC LOCATION AND PROJECT INDIACTED. o= LA ENCE S
DO NOT DEVIATE FROM THE DETAILS,DIMENSIONS AND MATERIALS SPECIFIED LQ
WITHOUT APPROVAL OF THE ENGINEER G E.
y
22. AT THE COMPETION OF THE FRAMING WORK THE LICENSED CONSTRUCTION 'A 2 65 Q
SUPERVISOR IS TO PROVIDE A CERTIFICATION TO THE OWNER THAT ALL WORK WAS �0FGi T"�k
PERFORMED ACCORDING TO THE DRAWINGS,DETAILS,NOTES,MANUFACTURES FSS NGS .
INSTALLATION REQUIREMENTS AND THE 7TE EDITION OF THE NRL E
MASSACHUSETTS BUILDING CODE FOR 1&2 FAMILY RESIDENCES, i 0 ?,( ' 0 q
ENGINEER:LAWRENCE H.OGDEN P.E.
198 EAST MAIN STREET
GEORGETOWN,MA.01833
978-352-8318, cell 978-502-5921
v
Foundation Plan
24'-0"
-------------------
S se c.ti Q^j
--------
r /
i 0-017
11 below
Existing how,e I `
ql
10=0
10"concrete wall on 24"footing Typical
----------------------- ---
24'-0"
OCT 1 3 209 Foundation Plan
BY.__�_0GDIFn/
24"Ww.
-------------24'-0" --
Co
J w
10 2 0" q
i
4'--33/8'
00/
i o
N
04
------------—----- _ ----
18'-9" 5'-81/4" w / N
4'-0"
M
---------------------
2X-9 3/4"
First —--
Floor
OCT 1 3 2009
BY:-- ------------o ----
o m o
to
k
r
�Y
N rna
-
4
-915/16" 5'21/16" dc'o o
0o�
pM" 4
14'-4" 4 i N Qd N
1-
ofce OD �
Nb@ n raet"
Existing House -
1'610'-4"
---- -
r----
Al T-6" I' 6'41" 4'-11"-�j
rs.°a
24'-5 3/16" ----------- -
3'-71/4" 5-93/4" 94 1 ' g!-p^ y g b
a d"
x4PP J•-1�r Pd' 7.311rxI'd' G1
14'-4" CO- O
it
0
m �2 '-0" ih
Second floor
OCT 1 3 2009
B Y:__� De o'ti------
PREUMINARY ONLY Doyk.,Lurnber Co..;nc
------------
Mq51
I QAII LPI CftV.rTS.-,TA 26
Y W-M. 0.%•:)'
IE VERI!CAL LOP.05 S: OF MOTE, L FL�*.�E.I.EZX3.50
MANN-,DEFLEC7104 OWTAT!Of,'�,rRAMINU FOR PATTERN LIVE LOADING'3 ARE CHEICKED kS REGURED. LZVP LOA-0, SO PSV t
10 P.
M;C OR .NSICNS MEASUREC FROM.:EFT END OF SPAIN 0-H SANT ILE.VER.) MA11 7.fA,) �.W
MMI,tODS,WND�W)SEiS ACN-_VJCl OTHEP (I'IME
(.A,T;:;tAL$,:RACING r144 r(r•;A 0MY, LIECTRIS13TION =MCF, TYPE TOY/Mlig -,,f)Xn rRl*f TO LGAO LDS psp
'fHF RE-'90
.&II!Tv v,)F 7HF 6T-114-SX FT-"C,-CSX
)R Ak,'Jij 1 EC` tIMITOM4 FLOOR LXV3 TOP -.3 PL I 6!)_00-00 21 10-00 .00 IT 6F
2 PROODE RC-STRAINT A-, 70,7NISURE airIPORIA FLOOR MAP
LATEWU.STAMITY. ;� 1,'k 6 v-"'v-1�,, <d--04...00 0 90 MFILECTION
J.M NOT W,.NOTCH OR;R!!L:?I FLANGES. WARNW7 LWX 'LQAT, DSTL; L f 400
4.SH1.111 ALL BEAR!NUS FOi J[LC ,N VOTA-1 WAD r&FL: L 1, 240
-F ENGINF IVIJOD PF
4.)V�:MFY O'WN16IUN�>bf+UR. -A"It- THIS OMPONENTOESIMSSFECIMALLY FOR L-P ERf:D UMUC fS.
1j.-1 ll��_FI Is't 11)e ...... '0'j'1 USE OF I MIS DMUN FOR ANY rI1111,4001HERIMAN I.P LVL OR 1.3-LSLOR LP I-JOISTS IS C%We C,-,Wk_,VAN(X5
ANY&P.Q.011FWAMNOF MS DOCUMENT RESRE -W Esc YX
F•0001-7 11 A)GE �C IA VIE
-
1- APA RPXgf� s��;eo 0,k).0 0-R LE38 9 BY A or.3;GN PROFESSIONAL.
.1l.r,"ASCES.'4:AvED n zS'rHE,,-GSP0NS;8lLiTY0HE PRG ME:(:-,* APA EWS 3:--,'ciazs}
AP(:HlTf(::OR R';I"!VF.F.;WY iA:TH!-1,t)PP'014.1 FOF<*fN<, 11
� 1,S�I!'.,'�P A,4 -81 M YING rHE R EAC,' S
LFOF ION
ANICHCR UPI J0!Vr SECJRE ;: SEARINGS OR 4ANGERS.
Fi-FWWP W�Kj`APF MANUFACTUREDIMMOLP CANIS-k, Assuiss-Z
1 AUDI I I I Ij %M Tel 7EF-LECF1rAi 1-4111ITS lh�'D
;!�I'46r-
tiER�*,t-,7LEC ��,'
'!,OUNSii-
XkA ' SHCULDBE
manr-Wfi.sua i,,�s vieRtijor4.Dour4cr.A14D AESUNET10".. L�;HMATHXMC (40.ie,! RVAN PAT!
M
M
Lf>
.e
ME
SUPMRT REALT.11058 tl.SQT
KUIMM B E A R T M U N F M 9 Y. .4
z Qs1
DUM 1.LID 800 �'3 bt-0
V?LIET .--- --- i
WN 19EARM', SIzes (I _5x)
11-12 t-1.2
MAXIMUM DEFLEC-71ONS
CA_,CULATFxj ALLOVWLE
LIVE: LOAD 0.47^ 0.601,
DFAID LOAD *:,.I a I I --- 26-
1OTA_1• LOAD 0.59" 1.19" THIS DfL&,MNG IS NOT TO SCALE
Imanaino&Erecion miscallaneaus Informabon LP L`/L,LP LSLand CTR, Specifications So4twsr9 Provided BY'. r.C
lf!hi- 0.11 b.,trnririM by Mn 9i Alpelr.,,a fre Lp!.Vt..1,P t,`.L,CTR and L'1 to X^•pew M apoizat.as. LP Engireered Wood ProdUctc
oenij,,
�+d ler rl.xtisft WOW 0"ces sholf be*skpWr arJ oele 31"Irture.OW,*)all the necrsswv(ole cew.ok *e anenIxeval am, mon na;'s colmn oonleq to 91w lme,.;shah to space,,aMn"kif-,W A'f-I'ld 14 Union S!maL G,ito 20U0
SSI
Inslalle,l Inj:.3lh[:tr.No mads are to re applird!e the
ir�sln�cWns If"the di,z�gnm of IN--ouii*.te structure belere u,4iq thiS and':"for S�i. IN37210
oow.,wl"t arta ane[':)i me aa";"Wd PA%q;1;fQ are te:ar:(wnanJ n Ise+usw,tn altada tdued above dogs na matt kcal t,xaw�} 'Vo not can,raacr,,tlrnt ar atY i.'•t'u:,,t:•t.r,..3nu t;rn,I..p bx,sft
tfl� *wiw,).M, e,pAAdd nWt.1,816LP Any,a.,of LP Wt..:_0L aril CTR.Lr Z�im,c,.,-rav -pj 909
L. snows 11
lt Appll I the ars 6-79 oir.2-1,uM ku, fthe vrA.,-1-.m LP Fax q%,
the cu omn, dJrclaiir..iah;mllliec-a,rOf-,(�-94YPj**Ihal,.ru*,e.w.i:r-.ii,t(oila nlef"r,!obilv Natcnal Wats ex1051i7s?()
ists am M*wkw"I carlwr aw wig delit(I radar ttad.%ikod AcHreci 30 fte�oi a 9,,,.wcdar„sa
aes:gnanel maty iw 3poWtI"wam sOrA.,dial =tract with connote mus!to protected as reqwm N cot".corAlrytious I
i, L.-,M,;.'LP d- :.;In-.1.
1"d s a rpgi�htl upa.m.,",Ot sm,FET
a".;st:llim,,a"Or,,FCAfy Dorn=,41VA"
1
Area = 44,050 S.F.
r '
i
q)
0 •C
a i v
Z's
Q
• w
k
OO
Q
1 Q
6" Tree
1
.0
v
w%
1
C h
2
'.Q Q
1 L EAC�1
G 13
m � Za x 40
r
v
PI '
Tj
F
I '
' 1
16" Apple
E
Qj 1 H
�+ o-Boy,
1 C
B
i Twin 14" Existing
rree Barn
1 ` A b
P o
X
d �
'� SEPTIC
TA N IC V`
(,Soo L7P L)
Existing
o Dwell.
k Top of Fnd. = 212.0'
#194
1 i
Water Service
1 , (Approx. Location)
150.00'
-----------------------
Boston Street �
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
600 Washington Street
Boston, M4-02111
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name (Business/Organization/Individual): ma.; ke_,,,,D GO od/c
Address:
City/State/Zip: Q o At i one
Are you an employer? Check the appropriate bog: Type of project(required):
1.❑ I am a employer with 4. ❑ 1 am a general contractor and I 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. 7• ❑ Remodeling
ship and have no employees These sub-contractors have 8. ❑ Demolition
working for in any capacity. workers' comp. insurance. 9. [,]')wilding addition
[No workers' comp. insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions
required.] officers have exercised their
3.9 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.]
*..:.y applicant that checks box#1L..;.also fill out the section below showing their workers'compensation policy information.
t 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.
I am an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy and job site
information.
Insurance Company Name:
Policy#or Self-ins.Lic.#: Expiration Date:
Job Site Address: City/State/Zip:
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine 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
of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct.
Sip-nature: Date: 1//P,1v`1
Phone#:
Official 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#:
Information and Instructions
Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees.
Pursuant to this statute,an employee is defined as "...every person in the service of another under any contract of hire,
express or implied, oral or written."
An employer is defined as"an individual,partnership,association, corporation or other legal entity,or any two or more
of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the
receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the
owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the
dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house
or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer."
MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or
renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any
applicant who has not produced acceptable evidence of compliance with the insurance coverage required."
Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall
enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance
requirements of this chapter have been presented to the contracting authority."
Applicants
Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if
necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of
insurance. Limited Liability Companies(LLC)or Limited Liability.Partnerships(LLP)with no employees other than the
members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have
employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial
Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should
be returned to the city or town that the application for the permit or'license is being requested, not the Department of
Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers'
compensation policy,please call the Department at the number listed below. Self-insured companies should enter their
self-insurance license number on the appropriate line.
City or Town Officials
Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom
of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant.
Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant
that must submit multiple perimittlicense applications in any given year,need only submit one affidavit indicating current
policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or
town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the
applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each
year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture
(i.e.a dog license or permit to bum leaves etc..)said person is NOT required to complete this affidavit.
The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions,
please do not hesitate to give us a call.
The Department's address,telephone and fax number:
The Commonwealth.of Massachusetts
Department of Industrial Accidents
Office of Investigations
600 Washington Street
Boston, MA.0.2111
Tel. # 617-7274900 ext 4.06 or 1-877-MASWE
Revised 5-26-05 Fax# 617-72.7-7749
www.mass.govfdia
LAWRENCE H. OGDEN,P.E.
198 EAST MAIN STREET
GEORGETOWN,MA 01833
978-352-8318 fax 978—352-2858
cell: 978-502-5921
June 2,2010
Mr. Matt Goodrow
194 Boston Street
North Andover,Ma 01845
RE: Goodrow Residence, 194 Boston Street.,North Andover,Ma. 01845
Dear Mr.Murphy
As you requested I visited the site 5/29/10 to review the installation of the
Engineered Materials consisting of Engineered Joist and prefabricated roof rafters
utilized in the framing of the above project. These are shown on plans prepared by and
certified by me 10/26/09.
Based on the above site visit and based on what I could visibly see I can certify
that to the best of my knowledge the Engineered Joist and prefabricated roof rafters
utilized in the framing as shown on the drawings are installed properly and meet the
loading conditions of the Massachusetts State Building Code for 1&2 Family Residences.
This certification assumes that all other framing requirements of the drawings and
code, including but not limited to materials, nailing schedules,blocking, connections and
other details were properly complied with by the licensed construction supervisor
responsible for the project.
Should you have any questions please do not hesitate to call.
Yours truly,
TN OF Al
/awrentceH. Ogden P.E. Structural 27765 LA RENCE
Akc: D
aDcN y 61Z.1 ZD i u
.o 65
IONAI E�
s F NORTi4 q ej
O ttLEC 16
O
T � COCM CNlwK• 1
'1sgSSAC HU`����y
PUBLIC HEALTH DEPARTMENT
Community Development Division
Date: October 19,2009
Matthew and Jennifer Goodrow
194 Boston Road
North Andover, MA 01845
Re: Application for home addition
Dear Mr. and Mrs. Goodrow,
Your application for a home addition at 194 Boston Road has been reviewed by the Health
Department. The application was denied on October 19, 2009 for multiple reasons. Details are
below; however,please contact me with any questions you may have.
1. Submit missing information
To properly review the application we must receive a complete floor plan showing all rooms in
the proposed home and the existing home. Please identify each room with common names. The
septic system servicing this property was installed in 1998. At time of plan approval, your
engineer requested a local upgrade approval (see attached). This request was granted at the
February 26, 1998 Board of Health meeting. The granting of this came with restrictions on this
property. One restriction found in 310. CMR 15.405 (4) (see attached) states there may be"no
increase in design flow". The design flow for your property is for a maximum 9-room home.
If the design flow is found acceptable, with no increase,then the following must be submitted
per the local Board of Health regulation.
2. A passing Title 5 inspection of septic system required per local N. Andover
regulations (BOH reg. 17.04)
Have a locally licensed system inspector conduct a Title V inspection to ascertain that the system
is working as designed.
3. The location of structure shown on same plan as the septic system components
V
1600 Osgood Street,North Andover,Massachusetts 01845
Phone 978.688.9540 fax 978.688.8476 Web www.townofnorthandover.com
a
•- The septic system plan and the site plan must be combined to show that all system components
meet the state and local regulations.
Please feel free to call the Health Office at 978-688-9540 with any questions you may have.
Sincerely,
Susan Sawyer,REHS/RS
Public Health Director
Cc: Building Department
File
Encl. Feb. 26, 1998 minutes
Feb. 5, 1998 letter
310 CMR 15 section
Local BOH regulation excerpt
1600 Osgood Street,North Andover,Massachusetts 01845
Phone 918.688.9540 Fax 918.688.8416 Web www.townofnorthandover.com
` Page 3
°'Minutes: February 26, 1998 0Ni
VARIANCE REQUEST— 12 FARNUM STREET—NEW ENGLAND
_
`:ENGINEERING: A
Mr. Ben Osgood, Jr. requested to come before the Board for the following variances:
1)Reduction in the offset between the ground water and the bottom of the trench from 4
q feet to 3 feet which is a local upgrade approval for Title 5.
i ',:2)Reduction in the distance between leach trenches from 10 feet to 6 feet.
i1
1,�3)70 feet from the isolated wetland instead of 100 feet.
Mr. Ben Osgood, Jr. stated that the Conservation Commission had seen this plan and
approved it subject to the Board of Health approval. �a
�npt
-_Ms. Starr would request another test pit to be done.
On a motion by Dr. MacMillan, seconded by Dr. Rizza, the Board voted
:A
pxaunanimously to grant the variances as mentioned ab (�
,a ove.
W. Osgood resumed the meeting as Chairman. �
s YARIANCE REQUEST— 194 BOSTON STREET—NEVE ASSOCIATES:
k Mr. John Morin,Neve Associates, was present representing Rick Beers for a local
t .
upgrade approval for a septic repair at 194 Boston Street. Mr. Moran stated that he is '
wasking for a reduction in the distance from the bottom of the leach bed to.high
14 oundwater elevation to 3 feet as allowed in Title 5, Sec. 15404(2b). Mr. Morin stated
tthat the way the topography sloped, approximately 50% of the septic will still be greater �p
,,othan 4 feet above the ground water, however, on the low side it will be approximately 3
a feet above.
a
rMr. Osgood asked Ms. Starr, "Did you look at this"? Ms. Starr responded, "Yes". Ms. ..�
``'Stan stated that she has no problem with this variance request.
On a motion b Dr. Rizz
y a, seconded by Dr. MacMillan, the Board voted
unanimously to grant the variance to groundwater from 4 feet to 3 feet. i ��
3
1
1
r�
t
Si
4 � \
1
l �
16.03 Transfer of Septate: Transfer of septage from one truck or tanker to another for
transport except in cases of emergency shall be prohibited.
16.04 Equipment: No person or firm shall use equipment to remove or transport the
contents of privies, cesspools, septic tanks or tight tanks unless such equipment has
first been inspected and approved by the Board of Health. Inspections shall take place
annually in the fall prior to licensing, unless new or additional equipment is added
before this period. Also see 310 CMR 15.505 (2,3,4,5)
PART F Title V System Inspectors
17.00 Title V System Inspector License: No person shall conduct a System Inspection
in the Town of North Andover without first obtaining a license with the Board of
Health. To be eligible to obtain the license the applicant must first be certified by
the MA Department of Environmental Protection (MA DEP). Inspections
performed by inspectors not licensed by the North Andover Board of Health will
not be accepted. A nonrefundable fee for annual licensure shall be paid to the Town
pursuant to the current fee schedule.
17.01 Application for licensing shall include a copy of the MA DEP's System Inspector
certification or equivalent documentation.
17.02 .There will be a fee for each Title 5 inspection submitted to the Health Department
by a system inspector licensed by the town. The amount of the fee shall be pursuant
to the current fee schedule.
17.03 All Title 5 inspection submittals must be completed and submitted in accordance
with MA DEP 310 CMR 15.301(10)
17.04 A Title 5 system inspection is required when an addition or renovation to an
existing building, excluding decks and screened in porches, is proposed that
increases the footprint of the building and requires a building permit from the
building inspector. The inspection requirement shall be waived if a Certificate of
Compliance was issued or a Title 5 System Inspection was completed within the
previous 5 years or if the system is under an operation and maintenance contract.
17.05 Any Title V inspection that identifies the septic tank, pump tank or distribution box
at an elevation of greater than 36 inches below grade, without an access riser, shall
have a riser and cover installed within 9 inches to grade, by a N. Andover licensed
installer.
17.06 Any septic system that conditionally passes a Title 5 inspection due to a component
failure, which has resulted in the leaching area having not received usual effluent
flow, is required to have a second inspection conducted 6 months later. A MA
licensed septic inspector must conduct this inspection and a proper report must be
submitted to the Health Department.
17.07 Inspector License Revocation: The Board of Health may suspend or revoke for
cause any license as stated in 3.02 License Revocation of this regulation.
Septic Regulations TOWN OF NORTH ANDOVER, MA
310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION
15.405: Contents of Local Upgrade Approval
(1) In granting local upgrade approvals pursuant to 310 CMR 15.404(2)where full compliance
as defined in 310 CMR 15.404(1)is not feasible,the local Approving Authority shall consider
the impact of the proposed system and shall vary to the least degree necessary the requirements
of 310 CMR 15.100 through 15.293 so as to allow for both the best feasible upgrade within the
borders of the lot,and have the least effect on public health,safety,welfare and the environment.
Under a local upgrade approval,the local Approving Authority is allowed to diverge from the
goal of full compliance only to the extent necessary to achieve a feasible upgrade and may allow
divergence only from those provisions,and to the extent,as specified in 310 CMR 15.404(2)and
15.405(1). In determining whether full compliance is feasible,the Approving Authority should
appropriately consider not only physical possibility as dictated by the conditions of the site,but
also the economic feasibility of the upgrade costs. The Approving Authority should emphasize
protection of water resources and treatment of the sanitary sewage. Absent conditions which
would result in a different outcome based on best professional judgment,the options set forth
below should be considered in the order in which they appear with 310 CMR 15.405(1)(a)being
the first option to be considered and rejected or adopted and 310 CMR 15.405(1)(k)being the
last option to be considered and rejected or adopted:
(a) Reduction of system location setbacks otherwise established in 310 CMR 15.211 for
property lines provided that the system is within the property lines,a survey of the property
line is required if a component is to be placed within five feet of the property line,and no
such-reduction shall result in the soil absorption system being located less than ten feet from
a soil absorption system on an abutting property;
(b) Reductions of system location setbacks from cellar wall,crawl space,swimming pool,
or slab foundations; an increase in the maximum allowable depth of system components
required by 310 CMR 15.221(7),from 36"to 72"below finish grade,provided that adequate
venting and adequate access are provided and H-20 loading is provided for all system
components;a decrease in the liquid depth of the septic tank required by_310 CMR 15.223(2)
from four feet to three feet;
(c) Up to a 25%reduction in the required subsurface disposal area design requirements;
(d) Where upgrade is required pursuant to 310 CMR 15.303(1)because it is within Zone
I of public well or within 100 feet of private well,relocation of the well. Any relocation of
a public well shall be performed pursuant to 310 CMR 22.00(water supply source approval);
(e) Reduction of system location setbacks from bordering vegetated wetlands;
(f) Reduction of system location setbacks from surface waters, salt marshes,inland and
coastal banks,certified vernal pools in accordance with 310 CMR 15.211(1)[2],leaching
catch basins,dry wells,or surface or subsurface drains other than those which discharge to
surface water supplies or tributaries thereto;
(g) Reduction of system location setbacks from water supply lines,private water supply
wells(but not within 50 feet of the well),tributaries to surface water supplies,surface water
supplies,but not within 100 feet of the surface water supply or tributary thereto or open,
surface or subsurface drains which discharge to surface water supplies or tributaries thereto;
(h) the local Approving Authority may reduce the required four foot separation(in soils
with a recorded percolation rate of more than two minutes per inch)or the required five foot
separation(in soils with a recorded percolation rate of two minutes or lesser inch between
P )
the bottom of the soil absorption system and the high groundwater elevation only if all of the
following conditions are met:
1. An approved Soil Evaluator who is a member or agent of the local Approving
Authority determines the high groundwater elevation.
2. A minimum three foot separation(in soils with a recorded percolation rate of more
than two minutes per inch)or a minimum four foot separation(in soils with a recorded
percolation rate of two minutes or less per inch) between the bottom of the soil
absorption system and the high groundwater elevation is maintained.
3. The system is a failed or non-conforming system serving an existing building with
a design flow of less than 2,000 gpd.
4. No increase in design flow is allowed.
5. No reduction in required soil absorption system size or setbacks from public or
private wells,bordering vegetated wetlands,surface waters,salt marshes,coastal banks,
certified vernal pools,water supply lines,surface water supplies or tributaries to surface
water supplies,or drains which discharge to surface water supplies or their tributaries,
is allowed.
9/22/06 (Effective 4/21/06)-corrected 310 CMR-563
THO RINEVE
ASS CUTE'S, INC.
February 5, 1998
Ms. Sandy Starr
Board of Health
30 School Street
North Andover, MA 01845
Re: 194 Boston Street- Rick Beers, Owner
Dear Sandy:
Please find enclosed 3 prints of the sanitary disposal system repair design for the
above-referenced property.
We are proposing a reduction in the distance from the bottom of the leach bed to high
groundwater elevation to 3' as allowed in Title 5, Section 15.404 (2.b.). If the system
was to be designed 4' above the water table the necessary grading for the construction of
the system would create a ponding area on the upstream (east) side of the system at the
property line. In order to eliminate the problem we would either have to pump up to the
system and swale the surface runoff in front of the system, creating a mound in the back
yard, or we would have to perform major earth work along the existing fence to the rear
of the property in order to swale the surface runoff around the system. Even with a 3'
separation to groundwater I still had to propose a swale on the upstream (east) side of the
system in order to prevent ponding along the property line.
By examing the existing topography and the soil log information you can see that
approximately 50% of the system is located 4' above the high groundwater elevation.
Please schedule us for the February 26, 1998 meeting so that we may discuss this issue
with the Board of Health. As you are aware, my client is under critical time constraints, I
hope that you will be able to review the design prior to the meeting so that we may
address any issues you may have prior to the meeting.
Please call.our office to confirm that we are on the agenda for the February 26th meeting.
• ENGINEERS • LAND SURVEYORS LAND USE PLANNERS -
447 Old Boston Road U.S. Route#1 Topsfield, MA 01983
(978)887-8586 FAX(978)887-3480
Ms. Sandy Starr Page 2
February 5, 1998
I thank you, in advance, for your, anticipated cooperation.
Very truly yours,
THOMAS E. NEVE ASSOCIATES, INC.
John M. Morin, P.E.
Executive Vice President
JMM/kmm
Enclosures
cc: Rick Beers
4 1723-Beersmps
LAWRENCE H. OGDEN,P.E.
19$EAST MA W CTRF.F.
GEORGETOWN,MA 01833
979--352-8318 fax 978_—352-2858
cell: 978-502-5921
June 2;201 0
Mr. Matt Goodrow
194 Boston Street
North Andover,Ma.01845
RE: Goodrow Residence, 194 Boston Street.,North Andover,Ma. 01845
Dear Mr.Murphy -- _ -- --As you requested I visited the site 5/29/10 to review the installation of the
Engineered Materials consisting of Engineered Joist and prefabricated roof rafters
utilized in the framing of the above project. These are shown on plans prepared by and
certified by me 10/26/09.
Based on the above site visit and based on what I could visibly see I can certify
that to the best of my knowledge the Engineered Joist and prefabricated roof rafters
utilized in the framing as shown on the drawings are installed properly and meet the
loading conditions of the Massachusetts State Building Code for 1&2 Family Residences.
This certification assumes that all other framing requirements of the drawings and
code,including.but not limited to materials, nailing schedules,blocking, connections and
other details were properly complied with by the licensed construction supervisor
responsible for the project.
Should you have any questions please do not hesitate to call.
Yours truly, �.
��jl� Gf gq
WRENCE �G /
HAk' LD v 1
GD�N
Lawrence H. Ogden P.E. Structural 27765 �, 2n 5 �/ f
AFF �TE-� ��`•
f` S�QNAL Eby\
i
µORTH TOWN OF NORTH ANDOVER
0A OFFICE OF
BUILDING DEPARTMENT
1600 Osgood Street Building 20, Suite 2-36
North Andover,Massachusetts 01845
SSAGHUS��
Gerald A.Brown Telephone(978)688-9545
Inspector of Buildings Fax (978)688-9542
HOMEOWNER LICENSE EXEMPTION
BUIDING PERMIT APPLICATION
Please print
DATE: 1165(or)
JOB LOCATION:
Number Street Address Map/Lot
n
HOMEOWNER �" L4ke.J Gout
Name Home Phone Work Phone
PRESENT MAILING ADDRESS JeAq
4-�o.r-►fin A�dc>� �`�I►� CU i �
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 not possess a license,provided that the owner
acts as supervisor). State Building (Code Section 108.3.5.1)
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 family 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
Applicable 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 will comply with said procedures and
requirements.
HOMEOWNERS SIGNATURE
APPROVAL OF BUILDING OFFICIAL
Revised 7.2009
Form Homeowners Exemption
BOARD OF APPEALS 688-9541 CONSERVATION 688-9530
HEALTH 688-9540 PLANNING 688-9535
NORTH
T
19 own of Andover
0
No.,3 (OT
AKE over,
P Mass., 1_lzqu!�f
0 L
COCHICHEMC
ORATED F"? 5
BOARD OF HEALTH
Food/Kitchen
PER IT T D Septic System
lyl,Ao- J�rvvp4lrvw BUILDING INSPECTOR
THISCERTIFIES THAT............................................................................................................................................................... Foundation
has permission to x 0 �_ 0 P
... rp..Y...(
0 buildings on ....../57 rjo................................. Rough
to be occupied as.. Chimney
/........ /........q?.x"ry
provided that the p accepting this permit shall in every 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 Constt tiA f
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
UNLESS CONSTRUCTION TARTS ELECTRICAL INSPECTOR
Rough
..................... ................................... ................................... 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 SIDE Smoke Det.
Town of North Andover NORTH
Building Departmento� 0 06gtio
1600 Osgood Street s'? � •..''- - 6 °
North Andover MA 01845
Tel: 978-688-9545 Fax: 978-688-9542
T O LAME 1
SQA coc"Ic"Ewrc�`y
DEMOLITION OF BUILDING AFFIDAVIT '1� 0TEID
�SSgCHUs�'t
DATE
OWNER'S NAME &ADDRESS ,.
LOCATION OF PROPERTY TO DEMOLISH I � E cas
DESCRIPTION 15�0�f
CONTRACTOR'S NAME &ADDRESS
DEPARTMENT SIGN-OFFS
DEPT. OF PUBLIC WORKS -WATER: SEWER:
DEPT OF CONSERVATION HEALTH DEPT: Septic well
iISTORIC COMMISSION
.GAS
ELECTRIC
TELEPHONE
CABLE
TAXES
POLICE
FIRE
EXTERMINATOR
DUMPSTER- ON/OFF STREET
DIG SAFE NUMBER
DATE REC'D BLDG. INSPECTOR
Doc.form demolition of building affidavit
L
LAWRENCE H. OGDEN,PE.
198 EAST MAIN STREET
GEORGETOWN,MA 01833
978-352-8318 fax 978—352-2858
cell 978-502-5921
October 26,2009
Mr. Matt Goodrow
194 Boston, Street
North Andover,Ma. 01845
RE: 194 Boston, Street,North Andover,Ma. 01845
Dear Mr. Goodrow
As you requested I reviewed the pans you brought to me for the garage addition to
your residence. These plans are entitled Foundation'Plan,First Floor, Second Floor and a
section,not dated but received by me 10-13-09.
As you requested I reviewed the plans for compliance with the 7h Edition of the
Massachusetts State Building Code and can certify that Wall Bracing is in conformance
with Section 5602.10 utilizing continuous structural sheathing, provided the edge of
window openings are no closer than 24 inches to the building corners. I have attached
SK-1, SK-2,and SK-3 showing the required details and Structural General Notes that
must be followed for compliance. I also specified 14"BCI 90S 2.0, floor joist if you want
to substitute another product please submit manufacturers calculations for approval. In
addition SK-1 shows the required garage door header.
You should be aware that the North Andover Building Department will require
that I inspect the framing prior to insulation,therefore it is imperative that the attached
information be followed without deviation unless approved by me.
Should you require any additional information please do not hesitate to call.
Twiren)(ce
truly,
OF
�V `r9
LAWRENCE Py
HAROLD m
H. Ogden,P.E. c EN
H
o 101 too
G
h
Pr-t5 tD eIVC.E.
M 1,T[' GOo�RAW to(z3(�9
194- 605tbN sTixemr
rvo�� A�po�t�tZ ww4 '
continuous ridge
1d - i bdt �uA«g
. Gh'tt.�wc. T� itAar�ER 5&@ G�NE(t.41-
2x10"ceHingj0istTon center !d1TrAC14CP
Coe r- sK-3
lcylene foam insulation throughout
Bow truss 24"on center tslbri9sj18 S• Y. Plnft E-el•65x1D
513 cdx with ply clips
Dar*+L Asphalt roofing
t6oQ e(o"o c.
t�tbpx t4�� l4"t3G= 90S 2.0 a 24"oe. 8e! Toe &PA.%L 6 6 0�
V 6RS0. r.M I oR APP">-�cD + 200"window header@ W typical
Ii II
Icylene foam insulation throuo I I I
c I I
I I 2x4 16"on center 7/16"OSB Tyvek wrap Vinyl Siding TYP
II II
I I I I 3/4"UG Advantec gluded and nailed
t �, tNeel,hI I l4'`6C.Z 905 2.0 a 16"oc- 16 A t roll oc
2x6" r ssure treaTOe ted with sHl seal
GAtiRAc a vooa2 t4"Pe iz -M Be
Ile 2 -t•Tsx tt.is c.Vc- COMwSC' '"+dr LIt
I� W 17114 L ROWS 3'0/$N PASTem TR R I 10"concrete on 10"x 24"footing with nebarreinforcement
I� Teuss Locr- 'e. LbuoG
24'-0"
PSN I OF,y
° LAyy Hce �y�
LD /
765
OCT 132009
SrQNAL ENG
Lawrence glen P.E.
t_ • oc��N 198 East Main St
Georgetown, MA 01833
jZE.StpEtJGE �Cx9.
t 9 4- B 0 S-ro
N O�T4 EkN"D0 r—R,
Gg 2'L.
A 23 CLIP
w m4 ¢-tOdt
0148 } x 1i" n.a:�S
To nr�
ce tvAreLS
TE TO
-t- 3 O!5T
0C-
OF �tM TO PL4te
LAWRENCE CSG
HAROLD
OSP y jp��.b�ug
A� F 2776 p
G/�;T
FSS/pNAt NG`�
P-00 r- To See-OND F24,00R C 0 Tl0
II
Lawrence H. Ogden P.E.
198 East Main St
Georgetown, MA 01833
BRACED WALL PANEL ADDITIONAL CONNECTIONS
c, V_ -3
FOR ALL EXTERIOR WALLS 5602.10.5 o�Z3I n9
CONTINUOUS STRUCTURAL PANEL SHEATHING
ALL OTHER MAILING NOT SHOWN TO BE
E
IN CONFORMANCE WITH TABLE 5602.3(1)
OF THE MASS. CODE 7TH EDITION
See. 514-Z
SEE PLANS AND
SECTION FORREQUIRED
HURRICANE CLIPS 6F2X
AIR
AND CEILING SPACE SAO 6"RAFTER CONNECTIONSBLOCKING
CONNECT DRY WALL 3-8d @ 6"O.0
WITH TYPE W OR S 3-8d PER BLOCK 2 X BLOCKING
SCREWS @ 12"OC PER TOE NAIL @ 16" O.0
ASTM C'1002 WITH AT STUD RIM
MIN PENETRATION TO FIRST JOIST
518"TYPICAL
JOISTf SPAN 8�a6
Gom'J64T WmA.a fi�oR l
S MaAWIM& W ITN $�!_
A�►o tt" �+uTErs�a�s:. 3-16d'EVERY 16"O.0
OF BRACEWALL
8d NAILS.(21/2"X .1 13' INTO JOIST/BLOCKING
16d NAILS(3112"X .1 35 $A e6"
OF
8d @ 6"O.0 o Mqs C'
s9
r LAWRENCE
RIM BOARD JOIST SPAN 7° Role v
TO PLATE TYPICAL o
p.
ti
65
S/ \
NAL"
PERPENDICULAR TO PARALLEL TO J
FLOOR FRAMING 1/2"A307 ANCHOR BOLT FLOOR FRAMING
WITH NUT AND WASHER
3112"MIN 12"MAX FROM END NoTe
AND MAX 6'-0"O.0 WN Fare �t.t. wR�c, pa.uel,s
OR SHOWN ON DRAWINGS Xr 8�,�»o+Nc►
MIN 2 BOLTS/WALL K41*P. G%PAN a rCS TO B
A, m%N1o%vm OF
WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 5602.10 OF 2 4•
THE 7TH EDITION OF THE"MASSACHUSETTS STATE BUILDING CODE FOR
182 FAMII Y DW$LI YNGS AND ALTERNATIVE DESIGNS AS INDICATED ON
THE DRAWINGS.DO NOT MODIFY DOOR OR WINDOW OPENING SIZES
AND LOCATIONS ORHEIGHTS AND LENGTHS OF WAW AS INDICATED
ON THE ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE
ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE Lawrence H. Ogden P.E.
WALL BRACING RE UMEMENT.OF TIM CODE. 198 East Main St
Re5tOEruCat Georgetown, MA 01833
M ATT &tVV a OW
t9+ 8 vspow ST
N��i14 A.,voo�e R
' STRUCTURAL GENERAL NOTES: GOODROW RESIDENCE,194 BOSTON STREET
NORTH ANDOVER,MA.10-23-09
1. LVL BEAMS SHALL BE BOISE CASCADE VERSA-LAM,E-2,000,000 PSI,Fb-3100 PSI.
ALL INSTALLATION TO BE PER THE MANUFACTURERS CURRENT RECOMMENDATIONS
AND SPECIFICATIONS ALL COLUMS DESIGNATED ON DRAWINGS AS VERSA LAM TO BE
BOISE CASCADE VERSA-LAM 1.7 2650,DO NOT KNOTCH OR CUT LVL BEAMS OR
PENETRATE WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFABTURER
I LEVEL TRUS JOIST LVLs Fb=2600,E-1,900.000 PSI ARE AN ACCEPTABLE ALTERNATE
2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR LESS TO BE
NAILED TOGETHER WITH 3 ROWS 16 d®12"oc. OR AS SHOWN ON DRAWINGS.
3. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN THREE
MEMBERS TO BE BOLTED TOGETHER WITH 3 ROWS OF'/,"dia.BOLTS,
ANSUASME STANDARD B18.21-1981®12"oc.STAGGER OR OFF SET EACH ROW
BOLTS SHALL BE PLACED IN SNUG HOLES,WITH A MINIMUM EDGE DISTANCE OF 2" AND
WITH STANDARD WASHERS AT BOLT HEAD AND NUT,OR AS SHOWN ON DRAWING.
4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 TO 3
LVLS USE 3"X 3.5", 4 LVLS USE 4.5"X 3.5-,5 LVLS USE 6"X 3.5"OR AS DESIGNATED ON
DRAWINGS OR ON STEEL.
5. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 14.5"SOLID EACH SIDE
6. ROOF AND WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC.AT
PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT EDGES
7. GYPSUM BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPE S SCREWS IN
ACCORDANCE WITH ASTM C1002 @ 12"OC.AND SHALL PENETRATE FRAMING A MINIMUM
OF 5/8".
8. ALL OTHER FRAMING TO BE PER THE 7TH EDITION OF MASSACHUSETTS STATE
BUILDING CODE.FRAMING LUMBER fb=875 psi,E=1,200.000 psi
9 ALL JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIE,INSTALLATIONAND
NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS:
10. USE SIMPSON ,HURRICANE TIE AT THE EAVE END OF EACH ROOF RAFTER OR
TRUSS.ALL EXTERIOR HANGERS TO BE STAINLESS STEEL.SPECIFIED HARDWARE MAY
REQUIRE SPECIAL ORDER ALLOW SUFFICIENT LEAD TIME FOR DELIVERY.
11. ALL PRE-ENGINEERED JOIST TO BE BY BOISE CASCADE AND INSTALLED PER THE
CURRENT MANUFACTURERS INSTRUCTION AND SPECIFICATIONS,INCLUDING BUT NOT
LIMITED TO ALL ACCESSORIES SUCH AS RIM BOARDS,WEB STHFINERS,BRIDGING,
BRACING,NAILING AND CONNECTION REQUIREMENTS,ETC.,DO NOT KNOTCH OR CUT
JOIST OR PENETRATE WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFABTURER
12. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE
MANUFASTURES LATEST INSTALLATION RECOMMENDATIONS AND SPECIFICATIONS
FOR LVL BEAMS AND PRE-ENGINEERED JOIST.
13. ALL STEEL TO BE A36,STEEL COLUMNS,WITH BASE AND BEARING PLATES TO BE BEAM
WIDTH'8" ► '/2" PLATES WITH 4-%"HOLES,BOLTED OR WELDED TO BEAM,OR AS
SHOWN ON DRAWINGS.
14. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNINTERUPTED SUPPORT ALL THE
WAY DOWN TO THE FOUNDATION OR ONTO LVL:BEAM.
15. BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD CONDITIONS
THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE ENGINNER PRIOR TO
PROCEEDING WITH CONSTRUCTION.
16. ALL BIGFOOT SYSTEMS TO BE INSTALLED PER BIG FOOT INSTALLATION MANUAL
17. COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PROJECT
DRAWINGS INCLUDING SHOP DRAWINGS.
18.. LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 30 PSF,DL 15 PSF,ROOF GROUND SNOW
LOAD 50 PSF,DECK LL 60 PSF WIND LOAD 100 MPH,EXPOSURE B
19 .FOUNDATION TO BE CARRIED DOWN TO UNDESTURBED SOIL HAVING A MINIMUNI
BEARING CAPACITY OF 2 TONS PER SQUARE FOOT.
20. WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 5602.10 OF THE 7TH EDITION OF
THE MASSACHUSETTS STATE BUILDING CODE FOR 1&2 FAMILY DWELLINGS AND
ALTERNATES AS INDICATED ON THE DRAWINGS.DO NOT MODIFY DOOR OR WINDOW
OPENING SIZES AND LOCATIONS,OR HEIGHTS AND LENGTHS OF WALLS AS INDICATED
ON THE ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE ENGINEER AS THIS
MAY RESULT IN NON-CONFORMANCE WITH THE WALL BRACING REQUIREMENTS OF
THE CODE.
21. THESE GENERAL NOTES AND ALL THE PROJECT DRAWINGS TO WHICH THEY ARE A ��PtjN OF 4f
PART OF ARE INTENDED FOR THE SPECIFIC LOCATION AND PROJECT INDIACTED.
DO NOT DEVIATE FROM THE DETAILS,DIMENSIONS AND MATERIALS SPECIFIED LAW RENC 9G
WITHOUT APPROVAL OF THE ENGINEER R m
22. AT THE COMPETION OF THE FRAMING WORK THE LICENSED CONSTRUCTION
SUPERVISOR IS TO PROVIDE A CERTIFICATION TO THE OWNER THAT ALL WORK WAS o*P 27765 Q
PERFORMED ACCORDING TO THE DRAWINGS,DETANOTES,MANUFACTURES �.' QST E¢�
ILS,
INSTALLATION REQUIREMENTS AND THE 7TR EDITION OF THE Fss/ANAL
MASSACHUSETTS BUILDING CODE FOR 1&2 FAMMY RESIDENCES.
ENGINEER:LAWRENCE H OGDEN P.E.
198 EAST MAIN STREET
GEORGETOWN,MA.01833
978-352-8318, ce11979-502-5921
Foundation Plan
Ir 24'-0"
I � I
r"
I / // fj 2-t•75r lI.ZS LVL
se C-1-'i 0")
----- /
/ 11 below
Existing how e I / /
r I
04
I I /
I
I � I
10.concrete wall on 24"footing Typical
I I
A————————————————————————————I
24'-0"
i,
OCT 1 3 2009 Foundation Plan
By...L—- ..............o u
24"tv►uv. 24"rr►1A
v
-------------24�-0" -----
W " --- -- 5=11 1/ " iv
27f .�—
•O• a �
in
- 3 3/8"4'
=--------------- 524
N `� o
' r N
-
---------
�---------- -------- -- 5'81/4"
r
----------------------23'-93/4" -x----
First Floor
OCT 1 3 2909
BY:__L--oGof,�---•-
T
o m 4
a
1'-10"
o, ZD
o" N
4'-915/16" 5'-21/16" 04
rn
0
N + N
co Office N
Existing House
10'-4"
T--6" I. W-11"-- 4'41"- —51-0" a.W-W
241-5 3/16" --ra-.re•--�
3
3'--71/4" 5'-9 3/4" 01
14'-4" w'-
2
Second floor
OCT 1 3 2009
BY:__L:oc01S
1
LOT RELEASE FORM
INSTRUCTIONS: This form is used to verify that all-necessary appval does not relieve ts the from
Boards and
having jurisdiction have been obtained. This Departments g
applicant and or landowner from compliance with any applicable requirements.
PLICANT ,a:i �t,(1 HONE
ASSESSORS MAP NUMBER ���� OTNUMBER 63
SUBDIVISION LOT NUMBER`
90jn TREET NUMBER
STREET
OFFICIAL USE ONLY
RECOMMENDATIONS OF TOWN AGENTS
DATE APPROVED
CONSERVATION XI)MRZSTRATOR DATE REJECTED
COM EN FS �V
DATE APPROVED
TOWN PLANNER DATE REJECTED
COMIviENTS
DATE APPROVED
DATE REJECTED
FOOD INSP R—HEALTH
DATE APPROVED
CTOR—HEALTH DATE REJECTED
COMMENTSxs
rQ
PUBLIC WORKS—SEWER WATER CONNECTIONS
DRIVEWAY PERMIT
DATE APPROVED
FIRE DEPARTMENT DATE REJECTED
COMMENTS
RECEIVED BY BUILDING INSPECTOR
DATE
Residential Property Record Card
PARCEL ID:210/107.B-0063-0000.0 MAPA07.B BLOCK:0063 LOT:0000.0 PARCEL ADDRESS:194 BOSTON STREET FY:2009
PARCEL INFORMATION Use-Code: 161 Safe Price: 469,900 Book: 8951 Road Type: T Inspect Date: 08/11/2005
Tax Class: T Sale Date: 07125/04 Page: 50 Rd Condition: P Meas Date: 08/11/2005
Owner: Tot Fin Area: 1876, Sale Type: P Cert/Doc: Traffic: M Entrance: X
GOODROW,JENNIFER&MATTHEW Tot Land Area: 1.01 Sale Valid: YWater: Collect Id: RB
Address:
23 ADAMS AVENUE Grantor. DURIVAGE, LISA Sewer: Inspect Reas S
NORTH ANDOVER MA 01845 Exempt-B/L% / Resid-B/L% 100/100 Comm-B/LP/o Indust-B/L% / Open Sp-B/L% /
RESIDENCE INFORMATION LAND INFORMATION
Style: CO Tot Rooms: 6 Main Fn Area: "925'"` Attic: NBHD CODE: 5 NBHD CLASS: 5 ZONE: R2
Story Height: 2.00 Bedrooms: 3 Up Fn Area: 951 Bsmt Area: 951 Seg Type Code Method Sq-Ft Acres Influ-Y/N Value Class
Roof: G FuII Baths: 1 Add Fn-Areal Fn Bsmt Area:
1 P 101 S 43560 1.000 197,326
Ext Wall: WS Half Baths: Unfin Area: 237 Bsmt Grade: 2 R 101 A 0 0.010 76
Masonry Trim: Ext Bath Fix: 0 Tot Fin Area 1876 DETACHED STRUCTURE INFORMATION
Foundation: CN Bath Qual: T RCNLD: 185448 Str Unit Msr-1 Msr-2 E-YR-Blt Grade Cond%Good P/F/E/R Cost £lass.
Kitch Qual: T Eff Yr Built: 1962 Mkt Adj: B1 S 960 0.00 1988 A A
Heat Type: HW Ext Kitch: Year Built50///50 10,100
: 1882 'Sound Value: SE S 198 0.00 1954 A A 50///
Fuel Type: O Grade. AG Cost Bldg: 185,400 0
PV S 544 0.00 2000 A A /50//48 11 400 1
Fireplace: 1 Bsmt Gar Cap: Condition: A Att Str Val1:
Central AC: N Bsmt Gar SF: Pct Complete: Att Sty Val2: VALUATION INFORMATION
Att Gar SF: %Good P/F/E/R: /100/100/75 Current Total: 405,100 Bldg: 207,700 Land: 197,400 MktLnd: 197,400
Prior Total: 405,100 Bldg: 207,700 Land: 197,400 MktLnd: 197,400
Porch Type Porch Area Porch Grade Factor
P 371
SKETCH PHOTO
15a ,,
U-HL5/FU
923 Sq.Ft ;
`
41 h$
P
371 Sq.
86 r:
s
33
7 194 BOSTON STREET
27
Parcel ID:210/107.B-0063-0000.0 as of 10/13/09 Page 1 of 1
x10 continuous ridge
2x 10"ceiling joist Ton center
Icylene foam insulation throughout
°0 2x8 Bow truss 24 on center
5/8 cdx with ply clips
Asphalt roofing
Simpson H2.5 clip
13"x 24'floor truss
2x 10"window header @ 6'8"typical
I �
Icylene foam insulation throuout�
2x4 16"on center 7/16"OSB Tyvek wrap Vinyl Siding TYP
3/4"T&G Advantec gluded and nailed
II
13"x 24"floor truss
2x6"Pressure treated sill with sill seal
CO
II II
10"concrete on 10"x 24"footing with rebar reinforcement
rn
= 24'_0.,
I � II
II
North Andover MIMAP 194 Boston Street October 13, 2009
`.l,--
8
`-`:::"i :•..:... Jcr. 107. 0070
107.80047
:::_. ..Flu�..:_._. •::-�:.... .. o
0i 8 107.80035
alu -_:_ •..:: lr 107.80048 10`�O
107.80049
107.80034
107.80064
1V
,\
c
107.B-0024
107.80050
10-.80063
e
.S��e a •
07.80 .
O�
O
A x
107.B-0032
107.800.53 107.80033
0
a
:.4. s4•.: rlu'"':::"Valu..,U. ':`::::"•... :,i,
...•••^ ..'•�----�0.,. 01.79•:;'':--.:::.. • .t,•..... ..
_ _:. .'.., ..'.: _.::.:_:.•::-:-_ _.:Flu..
.,_,..(.: ...> •�::::.';VS.ltc''-.•..�altr..::::::".aJ.u.':`•-::..>altr.:::::--5alu
Rail Line
Interstates
Interstate Horizontal Datum:MA Stateplane CoordInate System,Datum NAD83,
—Major Roads Meters Data Sources:The date for this map was produced by Merrimack
Valley Planning Commission(MVPC)using data provided by the Town of
Roads North Andover.Additional data provided by the Execudve Office of
r Easements Environmental AffalrslMassGIS.The information depicted on this map is
Trails for planning purposes only.It may not be adequate for legal boundary
definition or regulatory interpretation.THE TOWN OF NORTH ANDOVER
Streams MAKES NO WARRANTIES,EXPRESSED OR IMPLIED,CONCERNING
❑MVPC Boundary THE ACCURACY,COMPLETENESS,RELIABILITY,OR SUITABILITY
OF THESE DATA.THE TOWN OF NORTH ANDOVER DOES NOT
[3 Municipal Boundary ASSUME ANY LIABILITY ASSOCIATED WITH THE USE OR MISUSE OF
❑Parcels THIS INFORMATION
Hydrographic Features
-+Wetlands
Exempt Lands 1"o 120 ft
North Andover Pictometry Viewer Page 1 of 1
k
.. Town of North Andover, Massachusetts
Municipal Information Mapping Access Program (MIMAP) +
View from
the South
° Sat,Nov 24,
2007 I �4
12:54 PM —
f
View from .� w'► '
the West
° Sat,Nov 24, ^Z ,nz•
2007
12:09 PM
View from Tz4r.�
the North
a
_ Sat,Nov 24,
- •
f-.. 2007 d l >", r'f�` Size '.
12:04 PM r. •�,'d ❑❑
View from x 'i rti
the South
Sat Nov 24, i!: Goov2.0(beta I]
gle Maps Go r Layers r Labels
-- — --
hie nmA VeaevAmebp Gnedaim dm muel„sywsnuN.sRnemma mfnnfMmd mravme mylepili dli ormztasib0izy farzhmemmry,nm�plet�e+m.nrm JuYms.of We(Leprephln le9nnenam 3)�rNn
/013)Omu e)'mhmdm pmsstd leRm T1m 013 de1muit6ms6svml)raetsasei and d�uNmhecandmzl fmm�}'mhapurlwe Thederdmnnml ukm the ice ot'epmfnmml mnmr andhu mmleplbmrm}
a tlrt hme►epe.ve.lacmtl®.a�rlace ofegmmpvpka faeom{mpaly gnm.apd,tid,epezmimm Nen'eck\Wle,sMmni2 Cammiz�u mgmtls Wtm,}mz 1Wunfmmmnbe ecvipnlzd h}�a re&rtsm
m' mM fie Mmnmsk Vdk}1`Immun3Cmmimiwausmt Mei{t mel mxm,mnm m„mmneuthw °mzc�mc)dzeld mfmmmm Ms muef equal i�,zY do P ft—nzk `
http://maps.mvpc.org/GPVPictoNorthAndover/viewer.aspx?lon---71.0873177&lat=42.63... 10/13/2009
Tell: 978-688-9545- rax: 0978-68.3-9542
-
o
COCMIC &
Qp IMEWKK`y
DEMOLITION OF BUILDING AFFIDAVIT °R4irric
�SSACHUs�'t
DATE
OWNER'S NAME &ADDRESS 1MXLN��A� sz� �,3
LOCATION OF_PROPERTY TO DEMOLISH
DESCRIPTION �C e)
CONTRACTOR'S NAME &ADDRESS
DEPARTMENT SIGN-OFFS
DEPT. OF PUBLIC WORKS -WATER: SEWER:
DEPT OF CONSERVATION HEALTH DEPT: Septic Well
`�.' IISTORIC COMMISSION
GAS
ELECTRIC
TELEPHONE
CABLE
TAXES
POLICE
FIRE
EXTERMINATOR
DUMPSTER—ON/OFF STREET
DIG SAFE NUMBER
DATE REC'D BLDG. INSPECTOR
Doc.fmm demolition of building affidavit
ENERGY CONSERVATION APPLICATION FORM FOR
LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS
780 CMR Appendix J
Applicant Name: Site Address:
own:
Use Group:
Date of Application:
Applicant Phone: Applicant Signature:
Compliance Path (check one):
❑ Prescriptive Package (Limited to 1-or 2-family wood frame buildings heated with fossil fuels only)
Package(A through ILK from Table J5.2.}b): Heating Degree Days (HDD65)from Table J5.2.1a:
(For items d.through i., fill in all values that apply from Table J5.2.Ib:)
a. Gross Wall Area sq.ft f. Wall R-value R-
b. Glazing Areal sq.ft. g. Floor R-value. R-
c., Glazing%(100 x b_a) % h. Basement wall R-
d. Glazing U-value U- i. Slab Perimeter R-
e. Ceiling R-value R- j, Heating AFUE
❑ Component Performance: "Manual Trade-Off' (Limited to wood or metal framed buildings only)
i
Climate Zone(from Figure J6.2.2) ❑ Zone 12 ❑ Zone 13 El Zone 14
Attach Trade-Off Worksheet from Appendix J, [and HVAC Trade-Off Worksheet, if applicable)
❑ MAScheck Software
Attach Compliance Report and Inspection Checklist printouts
❑ Home Energy Rating System Evaluation
Attach Home Energy Rating Certificate(HERS rating score must be 83 or higher)
❑ Systems Analysis OR ❑ Renewable Energy Sources
A.ttach?ylass-Re.2istered Architect or Encineer Analysis
ALTERNATIVE FOR A)DDTTf ORIS ONLY:
a. Gross Wall +Ceiling Area sq.ft. b. Glazing Area sq.ft. c. Glazing % (I00 x b=a)
❑ ADDITION with GIazing % (c.) up to 40% may use.780 CMR Table J1.1.2.3.1 below:
MA}+IMUM U-value MINTMUM R-V21ues
Fenestration'- I c6lin23 Wall Floor Basement Wall I lab Perimeter Depth
0.392 R-37 R-13 R-19 R-1R R-1Q.4 ft
1 Glazing Area may be either Rough Opening or Unit dimensions.
2 Based on NFRC Iisting. Applies either to every unit, or to area-weighted average of all units.
3 R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceilins;area
(i.e.-not compressed over exterior walls, and including any access openings.)
❑ 'SUNMOOM" addition (greater than 40% glaaine to-wall and ceiling gross area)
Attach "Consumer Information Form"from 780 CN4R Appendix B.
Offics ' Name: Official's Signature:
a-o•x ma•
9-0 x as
a K
4 4
V 10'-41/8"
��` ------------- >< Bedroom �
a
a 4.6•x
N
0
101
-0
1,
------------- a
co
N N
r�6•xs•a•so rc•xs�-e•so
Bedroom Walk in Closet °0
a Bedroom
11'-5"
" o
C
rn
a
M-03116"
As built floor#2
+ 14'-6" I�
W-3 3/16"
I I
I I
I I I
i I
I I
I I
� I I
c I I
I _ I
� I
I
I I
I I
I I
I i
I
I I
I I
I i
I ( i
I I
I I a
I I �
I I
I I
I I
I I
I I
I I
I I
I I
i I
I I
I I
I � I
I I
I I
I I
' I I
I I
I I
I I
I I
I I
I I
I
I
------------------ -- -----------i
j 24'-2 3/i6"
CERTIFIED PLOT PLAN
LOCATED IN NORTH ANDOVR,MASS.
SCALE.1"=40' DATE:10/1/2009
11/3/2009
Scott L. Giles R.P.L.S.
Frank. S. Giles R.P.L.S.
50 Deer Meadow Road
North Andover, Mass.
PLAN #5020 M E:R.D.
44,050 S.F.
P
(y,
1 48'+/-
CV) 24'
PROP.
�_ ADD.
EXIST.
HSE.
FND.
#194
N
A.
150.0'
BOSTON STREET
tN OF ,y
I CERTIFY THAT
OFFSETS SHOWN ARE FOR THE USE �`' S �
THE OFFSETS OF THE BUILDING INSPECTOR ONLY
SHOWN COMPLY AND SUCH USE IS FOR THE ILES
WITH THE ZONING DETERMINATION OF ZONING a0. 139BY LAWS OF O
NORTH ANDOVER CONFORMITY OR NON-CONFORMITY F
����atLI TEE
WHEN BUILT WHEN CONSTRUCTED.
�� , e
CERTIFIED PLOT PLAN
LOCATED IN NORTH ANDO VR,MASS.
SCALE.1"=40' DATE:10/1/2009
Scott L. Giles R.P,L.S.
Frank. S. Giles R.P.L.S.
50 Deer Meadow Road
North Andover, Mass.
PLAN #5020 N.E.R.D.
!
44,050 S.F.
L
U �
„0
.,a
M 24'
PROP.
�_ ADD.
EXIST.
NSE.
FND.
#194
NICa
�I
j 150.0'
BOSTON STREET
1 CERTIFY THAT a�tH OF
THE OFFSETS OFFSETS SHOWN ARE FOR THE USE o��� ,
SHOWN COMPLY OF THE BUILDING INSPECTOR ONLY C
WITH THE ZONING AND SUCH USE IS FOR THE ES
DETERMINATION OF ZONING
BY LAWS OF ® 0.13972NORTH 0
CONFORMITY OR NON-CONFORMITY
WHEN BUILTDOVER WHEN CONSTRUCTED. �s�e�L A .
l0