HomeMy WebLinkAboutMiscellaneous - 330 CAMPBELL ROAD 4/30/2018 (2)330
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Locations
No. Date
TOWN OF NORTH ANDOVER
„
Certificate of Occupancy
$
Building/Frame Permit Fee
$
oundation Permit Fee
$
« 4
Other Permit FeeC%fir>w`'/$
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Sewer Connection Fee
$
WatekConnection Fee
$
V
Building Inspector
Div. Public Works
AIL 111A )IN(,
CONSERVATION
I II -'AI. I'I I
1" ANNIN( i
Town of I:21IlNl;lilltillll l
:\I 11 Iw"I *I•
N(.J'RTA ANDOVER
• : '• nl� ltiti; l(I llltil'llti 1)1 ti•l!'i
\'clrl.^` I )IVVI ll IN ( 11' Ili 1 71 1 i i 1775
1'1,,1NNING Kr (;t )!11!►Il!Nt'1'1' I)1;V1;1,01'I111:NT
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CHIMNEY APPLICATION ANO 1'LP31I1'
LATE VD� 101 IDO I'Eltr11'1' #
'_OCATION �30 c ca. e_ � I II1C1�
)WNER' S NAME:
iUILDER'S NAME: *(*
1�44'fl (
IASON' S
NAME: 1`,/I
b
2
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iASON'S
ADDRESS:
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ren Ce A
IASON'S TELEPHONE:
IATERIAL OF CHIMNEY: a- CIC
N.TERIOR CHIMNEY:
g-)�
2
_ EXIERIOR CHIMNEY:`
IUMBER AND SIZE OF
FLUES:
O
(�
rHI-CKNESS OF HEARTH: • n( :AA
).i,U cUbiney on. ()iAep,Caee eon(loam to the. uqu,)(eme►I.t�s u( the code cued have %tutu alai
iegu,eati.ou been nece..ved:
)A7:
"IGNA
?E.RMIT GRANTED: Is, Mo
IOSERT NICETTA
3UILDING INSPECTOR
INSPECTED:
ZEMARKS:
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SOLID FLOCK REQUIRED I ps r 4,*
THIS PERMIT MUSI- BE VISPLAVEU ON 111E PREMISES
No 2'112
NORTH
0
Date.. Z.— IF 1-6).....
TOWN OF NORTH ANDOVER
PERMIT FOR WIRING
4
This certifies that A .. ............. 5-� ...... ....... .....................
has permission to perform .........
...........................................................
wiring in the building of ...... ............"/
............................................. . ..
at ...... ) .............. t�� ............... .: ............................... North Andover, Mass.
Fee . ...... .......... Lic. No/��..2-/. ................................................................
. .... ...
ELEMICAL MpEcrm
WHITE: Applicant CANARY: Building Dept. PINK: Treasurer
TRECOA MONWFALTHOFhUSS MUSE77S Office Use o
_ DEPARTAXVTOFPUBLICSAFM Permit No. k—
BOARD
OFFIREPREVEM70NRWUI.4TT0NS527CMR 12.00 �,�-
Occupancy &Fees Checked ��
rV
APPLICATION. FOR PERMIT TO PERFORM ELECTRICAL WORK
ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE, 527 CMR 12:00
(PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date , ✓ % �C�
Town of North Andover To the Inspector of Wires:
The undersigned applies for a permit to perform the electrical work described below.
Location (Street & Number) C-- i -
Owner or Tenant P,
Owner's Address
Is this permit in conjunction with a building permit: Yes CD;<o a (Check Appropriate Box)
Purpose of Building o5�r�®-17%er/"-) Utility Authorization No.
Existing Service Amps/ Volts Overhead Q Underground M No. of Meters
New Service Amps Volts Overhead M Underground No. of Meters
Number of Feeders and Ampacity
Location and Nature of Proposed Electrical Work
No. of Lighting Outlets
No. of Hot Tubs
No. of Transformers
Total
KVA
No. of Lighting Fixtures
j
Swimming Pool Above
1:1ound
Below
Generators
KVA
ground
No. of Receptacle Outlets
No. of 0ii Burners
No. of Emergency Lighting Battery Units
No. of Switch Outlets
No. of Gas Burners
FIRE ALARMS
No. of Zones
No. of Ranges
No. of Air Cond. Total
Tons
No. of Detection and
No. of Disposals
No. of Heat Total Total -
Pumps
Tons
KW
Initiating Devices
No. of Sounding Devices
No. of Dishwashers
Space Area Heating KW
No. of Self Contained
Detection/Sounding Devices
Local Municipal
®
Other
No. of Dryers
Heating Devices KW
� Connections
No. of Water Heaters KW
No. of No. of
Signs
Bailasis
-
No. Hydro Massage Tubs
No. of Motors
Total HP
0A 'HER
Ir>strareCoraage Laws
YES
lhaaeaostatLiabtliyhmrdtoePbticyirtdudrttgCaripiete aCaagecritsst�laaiauvaSa�t YES NO
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box
INSURANCE BOND F"-1
OTHFR (Pkasesptq)
FxpirAm Daae
Estim&dVahtedMert c1Wait $
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Signed
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and�atrtrysa��seatthspeurt�appfiationwai�this tt�ema>t.
(Please check one) Owner ® Agent 1:1
��i Telephone No. PERMIT FEE $,•--�)
Location -53D
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No. -S (:;2 Date
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NORTI�
TOWN OF NORTH ANDOVER
Of �o •,ti
Certificate of Occupancy $
.
Building/Frame Permit Fee $
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CHu sE
Foundation Permit Fee $ _
Other Permit Fee $
Sewer Connection Fee $
Water Connection Fee $
TOTAL $ /,3G
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OCT 21 '99 03:10PM FURMAN LUMBER
P.1
�rV
JU X DVfiA.f
MATIsRI AL LIST
MARK QTY SERIES DEPTH
I—JOIST 19 LPISB 1 11-7' 8"
0 1 L—F RI NJ 9-1 2'
GT H
—00
3 LF
i
CBCT 21 199 03:10PM FURMAN LUMBER MCCARTHY.dsn P.2
LOUISIANA-PACIFIC CORPORATION / WOOD -E DESIGN 99.1 10/21/99 15:00:44
COMPANY:
JOB ID: MCCARTHY RESIDENCE
STATE: MA CODE: BOCA **WARNING** DO NOT USE THIS DESIGN AFTER:
PRODUCT: 1 -FLY 11.875'1 LPI 36A
ALLOWABLE / WORKING STRESS DESIGN
DATA
----------.-
-r-----------r--REACTIONr'MOMENT
SHEAR
DEFLECTION
LIVE LOAb
ACTUAL
w - --- - - -----
---------------------
TOTAL LOAD
550
ALLOWABLE 1200
2704
6219
0.445
STRESS INDICES 0.458
0.435
1615
0.337
0.496
L/736
0. 992
L/535
NOTES
*** DEFLECTION ASSUMES COMPOSITE ACTION WITH GLUED AND NAILED 19/32it APA
RATED SHEATHING (32/16 SPAN RATING).
*** COMPRESSION EDGE BRACING REQUIRED AT 37" Q.C. OR LESS.
STRUCTURAL GEOMETRY
-------------------
SPAN
-------w---rw----_SPAN 1
20.000,
TOTAL SPAN: 20.00 FT
DESIGN CRITERIA FOR FLOOR JOIST (UNFACTORED LOADS)
---------L---------------------
LIVE DEAD SAFE LOAD ALLOWABLE ALLOWABLE
(PSE) (PSE) LOAD SPACING SHARING
--r_- --r- --r-- SHEATHING LL DEFLECT TL DEFLECT
--r-w
40 -- ----------
15 NO 12.0 4% / r----r----
GLUED�NAILED L 480 L/240
LOAD PATTERNS (UNFACTORED LOADS)
----------- -
-CASE SPAN SHAPE TYPE SOURCE W1 W2
--r- ---r _---r _ Xl (FT) XZ (FT)
r _ --r----r_---------�
tALL 1 UNIF DEAD FLOOR 15.0 PLF
+1 1 UNIF LIVE FLOOR 40.0 PLF 0.000 20.000
0.000 20.000
+2 1 UNIF LIVE FLOOR 0.0 PLF 0-.000
+ INDICATES LOAD IS BASED ON SPACING AND INPUT LIVE OR DEADOLOADOpSF.
SECTION FORCES CASE MOMENT (FT -LBS) SHEAR (LBS) LDF
-------------- -
1 2704 545 1.00
2 738 149 0.90
UNFACTORED SUPPORT REACTIONS (LBS) USE THESE VALUES WHEN DESIGNING CONNECTOR
----------------r-----`-
---------r----------
REACTION ------r-------
S FOR TOTAL LOADS
------------------------r
CASE BRG01 BRG#2
1 550 550
2 150 150
REACTIONS FOR DEAD LOAD
--------------------
QCT. 21`99 03:10PM FURMAN LUMBER MCCARTHY . d$n
CASE BRG#1 BRG12
--+- ----- ---i-
1 150 150
Z 150 15o
REACTIONS FOR LIVE LOAD
-----------------
r ---ir-----rr'w------
CASE BRG#1 BRG#2
1 400 400
2 0 0
P.3
F
MAXIMUM UNFACTORED SUPPORT REACTIONS (PLF USE )
i -------------------i-------_ THESE VALUES WHEN TRANSFERRIN
;
---- -r- - -- -- - - - -
- -r- ----
$RG1: 550 BRG,#2: 550 ----
CASE BEARING SIZES (IN)
1 2.00 2.00
? 2.00 2.00
LIVE LOAD DEFLECT
CASE SPAN ACTUAL ALLOW. L/?
TOTAL
ACTUAL
LOAD DEFLECT
DEAD
LONG TERM
---- r-..- --..- --
r----- r----
r-----___
ALLOW. L/?
ACTUAL
BEAD ACTUAL
1 1 0.323
0.496 736
0.445
0.992 5351
0.121
_
0-182 i
2 1 0.000
0.496 0
0.121
0.992 1963
0.121
0.182
STRESS INDICES
CASE MSI
VSI
1 0.435
0.337
2 0.119
0.092
VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY
RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. THIS PROGRAM IS A DESIGN'
TOOL AND SHOULD BE USED WITH EXTREME CARE THAT INPUT UNIFORM AND CONCENTRATED
LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR
UNCERTAINTIES, PLEASE CONTACT LOUISIANA-PACIFIC.
THIS COMPONENT DESIGN IS SPECIFICALLY FOR LOUISIANA-PACIFIC
PRODUCTS. USE OF THIS PROGRAM TO DESIGN ANYTHING ENGINEERED WOOD
OTHER THAN GANG -LAM LVL
LPI -JOISTS, TECLAM LVL, OR TLI-JOISTS IS STRICTLY PROHIBITED.
OCT ?1 '99 P':�:1MPM P cmnN I IIMaCo
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