HomeMy WebLinkAboutMiscellaneous - 837 DALE STREET 4/30/2018Location.Lf"�`–P,37 Smt-0—
No. 364- Date
TOWN OF NORTH ANDOVER
Certificate of Occupancy $
Building/Frame Permit Fee s
C"
Foundation Permit Fee PliD s
/00 e,-?
Other Permit Fee $
Sewer Connection Fee $
61
Water Connection Fee s
Pq;D
TOTAL s
17PO
k1tfifi Building ins or
18 1,720.00 PAID
Div. Public
Workd
Locationto-t '9QT- b3l I�Lc 51,12E -FI-
N �31;+ _
o. Date
iA
-70 8056
TOWN OF NORTH ANDOVER
Certificate of Occupancy $ Es;,
Building/Frame Permit Fee $
Foundation Permit Fee $
Other Permit Fee $
Sewer Connection Fee $
Water Connection Fee $
TOTAL
$ lsc>
Buildin'g-i-Aspector
Div. Public Works
937"� fll;�-1
Location S11,
No.' 60, Date
A14 �Z3
TOWN OF NORTH ANDOVER
Certificate of Occupancy
$
Building/Frami,permit Fee
$
Foundation Permit Fee
$
Other Permit Fee
$
Sewer Connection Fee
$
Water- Connection Fee
$
TOTAL
$
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FORM U o WT RELEASE FORM
INSTRUCTIONS: This form is used to verify that all necessary
approvals/permits from Boards and Departments having jurisdiction
have been obtained. This does not relieve the applicant and/or
landowner from compliance with any applicable local or state law,
regulations or requirements.
****************Applicant fills out this section*****************
,./APPLICANT: A0 -f -A\')( e Phone S'' D o
LOCATION: As=essorIs Map Number 04 1, Parcel
v subdivision Lot (s)
-
treet 1 ., �C(' e, St. Nu,.=er 7
Use Only************************
RECOMMENDATIONS OF TOWN AGENTS:
"n. C--JCA T1016k
Date Annroved
Conser%atior, Ad-inistrator Date Re; ec ted
Cc= ert_
T64n Planne,'
Cc=—er. is
Food _ns�ect.._- ealth
Seot_c Inst=_ot„�- ea -t
Co: -7. _...._
s
Date Approved
Date Re -i ec -ad
Date Approved
Date Re-; ec ted
Date Approved "/ �
Date Rejected
. ,..,_.c plc_..- server/water c.,nnec.._ons
:ZL&I
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dr'_v�eway pe
/-r%:tit/ - /
r
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Received by Building Inspector Date
3
•c•,„ 'a) r_Vt',..,t,.+a;•..,.;;.t.,�-:�r''4�.,,:\1�js'.a\'.: .i,, `2. 1" la Rik.&
` •{: _\,
COMMONWEALTH 1 DEPARTMENT OF PUBLIC SAFETY
OF ONE ASHBORTON PLACE
MASSACHUSETTSO 58 BOSTON, MA 02108
LICENSE ,
EXPIRATION DATE CONSTR. SUPERVISOR It'
RE!M CTIONS —7 EFFECTIVE DATE LIC N0.
NONE Q r 6/ -O/1 993 907144'cl3`
GERARD E WELCW
SS X 034-42-5569 `2-�-5=�-1•��-�i�Ci"R �1 E = s
ANDOVEA NH 0181C z!
PHOTO (BLASTING OPR ONLY) FEE:
1 c a. OLa
HEIGHT:
DOB:
04/18/1954
THIS DOCUMENT MUST BE
CARRIEDON THE PERSON OF
THE HOLDER WHEN EN-
OTHERS- RIGHT THUMB PRINT GAGED IN THIS OCCUPATION.
NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY
m
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STAMPED - OR - SIGNATURE OF THE COMMISSIONE
e.
SIGNATURE OF LICENSEE
PATRICIA CASHNAN CONNOLLY
81 A CHURCH STREET
NERRINAC, NA 01860
August 3, 1994
Mr. Robert Nicetta
Building Inspector
Town of North Andover
120 Main Street
North Andover, MA 01845
Re: Lot 9, Dale Street
Dear Mr. Nicetta:
Please accept this letter as my appointment of Gerald Welch and/or
Jacques Marchand as my agent for the purposes of obtaining a building
permit on my above -referenced parcel of land.
Thank you for your anticipated cooperation in this regard.
Very truly yours,
Patricia Cashman Connolly
COMMONWEALTH OF MASSACHUSETTS
Essex, ss.
August 3, 1994
Then personally appeared the above -name Patricia Cashman Connolly
and acknowledged the foregoing to be her free act and deed, before me
Jjhnj C. Oakley, No ry Public
M ommission Expi s:
AUG 3
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CERTIFIED FOUNDA TION PLAN
LOCATED /N NO. A NDO VER , MA.
SCALE /" 40' - DATE: 9/ 121 -94
Scott L. Gi/es R. L. 5
50 Deer Meadow Road
North Andover, Mass.
LOT /0
O
65'
or
46,008 S.F.
' N
EX/ST. FOUND.
\ 67`3`3 �`R= 640'L�82.67` *
DALE STREET
/ CER T/FY THAT OFFSETS SHOWN ARE FOR THE USE
THE OFFSETS OF THE BUIL DING /NSPEC TOR ONLY ,•S��'� y
SHOWN COMPLY AND SUCH USE /S FOR THE a co Gam`
WITH THE ZONING DETERMINATION OF ZON/NG
SY LAWS OF CONFORMITY OR NON -CONFORMITY
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a Je
NO_ ANO VERA. WHEN CONSTRUCTED. , 'g
WHEN BUIL T. 4
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Georgia-Pacific Corporation DWS 09/0841994, 16:00•,
310 Cypress Rd. / Ocala, Florida 34472 / 800/423-2408
GP FASTBeam (c) 1990-4 GEORGIA -PACIFIC CORPORATION v 4.09295
Project HARVEY Location 837 DALE ST. NANDOVER
Mark 1 Description BEAM Units 1
Usage Floor(Beam) Rep.Strs. No Spacing 0.0"
Max Defl: LL = L/ 480 TL = L/ 240
+ 6- 0- 0 + 13- 0- 0 + nts
E 5.5011,565psi 0 5.5011,565psi 5.5011,565psi
O.A. length = 19- 4- 0 (Span is horizontal dimension to centerlines)
Project Design Loads: Floor: Live= 40.00 psf, Dead= 10.00 psf
Live+Dead Load(T) Live Load(L) DOL Location*
# Shape @Start @End @Start @End Incr. Span# Starts Ends Add. Info.
Span Carried 50.0 psf 40.0 psf 0% 0 0 19.00 19.0' S.C.
*Dimensions (feet), measured from left end when span# is 0, otherwise, from left end of the specified span
Support
1
2
3
Max R'n (lbs)
1096
6285
2568
Min R'n (lbs)
-841
1257
466
DL R'n (lbs)
43
1257
506
Min Brg(inch)
1.50
3.50
1.50
Brg Str(psi)
550
550
550
Design
Value
Span# x
Group
Allow
Ratio
V (lbs)
3172
2 1-
0
1
8094
0.39
M (ft -lbs)
6919
2 7-
3
3
17982
0.38
D-LL(inch)
0.23
2 6-
6
3
0.32
0.71 L/672
D-TL(inch)
0.29
2 6-
6
3
0.65
0.44 L/544
USE: GP MPLANK2 2.0 9.25 (1.75x 9.25) 3 plies (Depth selected by user)
Master Plank LVL tm McCausey Lumber Co.
NOTES
1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports.
2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for
compression edge.
3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services.
4. Design valid for dry use only.
5. Bearing length based on design material; support material capacity shall be verified (by others).
6. Provide approved uplift resistance at supports with negative reactions.
7. Verify that load is applied at top or equally from both sides.
8. Nail plies together with 16d nails @ 12" o/c along top and bottom edges. Nail from alternate faces, 2" from edges.
9. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners.
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