HomeMy WebLinkAboutBuilding Permit # 8/25/2015 Deck Plan
Gina 4 Jason Newton
330 Marblerldge Road, N. Andover
9-J-.20M
Drawn by:AG Scale 1/4".I'
Copyrlv�ht 2013,
Archgde�ck of S�b�rban Einatvn
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Framing Notes: Framing Plan
Deck Live Load=60 PSF
Deck Dead Load =10 PSF Gina 4 Jason Newton
mm Framing is 01 or better PT SYP
--Beams are(3)2x8,(2)2xS,or(2)2x12 as noted 330 Marblerfdge Road, N. Andover
Columns are 4x6,Notched and bolted to beams
--Joists are 2x8, 12" o/c s-J" -201s
--Stair Stringers are 2x12 2x8 Blocking at MidspanV Drawn by:Al 1,11,114"=r
--Decking Is Fiberon 5/4x6,attached with
hidden fasteners 3 Board Box Step, Framing at least 2"
_- blocking as neede away from chlmney
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— ExleEl�g `1
I Mm y
fir'
Double Jo st
u ir
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3�. .-.-__e m ( a
Footings attach irectly to beam
w
2x12 Stair Stringers
---.Double-Jol�tr
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Beam 4 Footing Notes:
--Deck Live Load =60 PSF Beam and Footing Plan
Deck Dead Load=10 PSF t
--All Framing is PT SYP 01 or better Gina E Jason Newton
--Beams are(3)2x8,(2)2x12,and(2)2xS as noted
--Columns are 4x6,notched and bolted to beams 330 Marbleridge Road, N. Andover
--Footing brackets are galvanized steel screwed
to columns 9 A-C sols
-
Drawn by: C 6ce1e I/4".I'
--Footings are galvanized steel pipe with 6"
Helix,over 4 ft deep
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Archadock nf'suburban Boston
Lower Deck
Upper Deck chem®y
... -.
T.O.D.59" '
7 #15'15 8 #i 75�y7
_. ..... (2 2 S Beam 420-,L .
C7
L
#2503 2 03360 3 0302
-3)2x8 Be m 455 PLF __ � 4 03544 5 04245
�Y
6 #275
63 PLF-This-
End 490 PLF Thi End - _-
(2)2x2 Beam --
C Cl
Deck Plan
Cana 4 Jason Newton
330 Marbleridge Road, N. Andover
5-June-2015
Drewn by:Ac stele I/4".I'
CZ S`ght 2015'
Archadeck of Suburban Boston
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Down
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Exletl�g
chem y
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Framing Notes: Framing Flan
--Deck Live Load=60 PSF d
Deck Dead Load=10 PSF Gina 4 Jas®n Newt®n
--Framing Is 01 or better P7 SYP
Beams are(3)2x8,(2)2x8,or(2)2x12 as noted 330 i`larbleridge Road, N. Andover
Columns are 4x6,Notched and bolted to beams
--Joists are 2x8,12"o/c s-.n,ne--Is
--Stair Stringers are 2x12 2x8 Blocking at MidsKian Drawn by:Ac s—ia 1/4"=f
--Decking is Fiberon 5/4x6,attached with
hidden fasteners 3 Board Box Step, Framing at least 2"
blocking as neede away from chlmney
x8
nlmney N
O '
L IC
Double Jo at { I o1,4. I
u� f o
j I r
_ 1E X11
'3) -elm �-- °-
I
Footings attach frectly to beam -
2)2xl ee n I -- -
2x12 Stair Stringers
I I
Double joist
4'-0"
Copyright 2015,
Archadeck of$�b�rban Boston
Beam E Footfng Notes:
Deck Live Load=60 P6F Beare and Footing flan
--Deck Dead Load= 10 PSF
All framing is PT S'fP*i or better Gina d Jas®n Newton
--Beams are(3)2x8,(2)2x12,and(2)2x8 as noted
--Columns are 4x6,notched and bolted to beams 330 Marblerfdge Road, N. Andover
--Footing brackets are galvanized steel screwed
sols
to columns s-�ne-
Drawn by:Ac stele I/n",I'
--Footfngs are galvanized steel pipe with S"
Helix,over 4 ft deep
capyrlghi 2015,
Archadeck of Suburban Boeion
I Q
xleung
Lower Deck Upper Deck chf nay I I
O.D.sT
1 *1575 8 *I 1r��
e_ea_20 a= _
0, ! l2 2 8 Beam 4LR
I ! O
I T3 � I *2503 2 *3360 3 *302
n
(3)2x8 Beam 455
4 *3544 5 *4245 6 *215
___ --
63 PLF This End 490 PLF Thi End
(2)2xl2 Beam C 0
U" 1'-O" T-0" 2-U 11 J2-0 11, T-3