11 Broadcast Lane - Foundation Planm
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�P'T- Zr 4' w/(2)'12" � 2¢"�/� T1!rJ•�,o_, ,
5 SPACES @ 6'-8.4" = 3`Y-6"
FPA"
74Cn 14-d- -G
Fvh PREAr!,'NA'+ FA%fF[
BREAKAWAY PANEL DETAIL
(2 REG''.;'. PED
79 „
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F.F.EL. 10.87
T.O. FOUND. EL. 10.25
Q.F.E. = EL. 10.0
GRADE RADDE —
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FLOOD OPENINGS
ENCLOSED AREA. = 905 S.F. (-/-)
REQ'D OPENING ARE;, = 905 SO. 1N
AREA PROVIDED
912 SO. IN.
NOTES
FLOOD ZONE Al2
EL. 10.0 = BASE FLOOD ELEVATION (B.F.E.)
P.T.2 2x6 @ 24" o/c
- BREAKAWAY PANEL OPENING (rt �• `-.�
SEE SK -2
-2 #5 TOP AND BELOW OPNGS.
(2) 1/2"0 GALV.
THRU-BOLTS
j � B
DUST CAP w/(2) OPNGS 1'x3.5'rtitJ. J�
_— B.Q.F. EL.1.IMINI
STEP FTG. 2:1 24"
FOUNDATION WALL WITH BREAKAWAY PANEL DEI.AIL
POST
2' MIN. -
i
2'• WIN.
GFNF-PAL NOTES A"D YATERIAL SF!_C!7ICAT!,-
FOUNDATIONS:
A'! workmanship to conform to the reqs
Massachusetts Stete Building Code, latest
For site location and grading inform-ati;
�. Short, P.E, latest issue.
3. SOi;S Assumed net cllo ;, I soil bear
sand/r^.•el comp
_
e:r•counierer c nte�' )he Lre�nerr e recce
around pen neter y..th o po tahle v dory
sand/grovel rnix soil, as rrqu!--�
arar'-.rg.
A.Co,,crete F'inir 28 do S!r �,
< -- 5// -"'ca re -otr
Cor rrte • stitu`e r ode late ` c r 1c t.
Steel re;ntorcrnaar N_+-
EG}iJnC �c
5 17
Structural DeS;-jn I oc,is
Decd toad
Live Loads nnw I occ n -f
Windn�P
sir t Floor =4 r.-
TITLE,
s
A Flood Elevation Cc
required prior to
of the Certificate of C
All sono tubes, forma, etc -
will be inspected bof=
back fi":ng.
This plan must be on site with
the permit and the Licensed Construction
supervisor must be present for all
inspections, 24 Hour notice Minimum,
with call back fee.
TOWN OF YARMOUTH
iffTI -0=ct,efiig'
REVIEWED FOR B LOING AND ZONING CODE COMPLI-
ANCE. ERRORS 0 OMMISSIONS DO NOT RELIEVE THE
APPLICANT FROM HE RESPONSIBILITY OF "AS BUILT'
COMPLIANCE.
DATE a 3j o 4-" �-R
!11 �j(oae�a2�t�.d�
&AAA.
s��\OFMq11
=MICHELE
a O C.
<s Tul)oq
,io No. 1,14n4
s-rr3uclur
GlsjF.Y'
♦A �SSIONAI.F
of `
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TITLE:
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