HomeMy WebLinkAbout15 Flakeyard Lane - Foundation Plany. air-entrolned. concrete compressive; strength, (f 'c) in 2,5 days,
shall be In accordance wlkh,ACI 516 (latest edition) cis Foil OHS sPEGIAL REOUIREM_NTS FOR COASTAL CON5TRUCTION-
AII concrete -r+ork.-4,000 psi ,. -. I. Elevations shown are reFerenced to National Geodetic
' ?3. All mixing, transporting- placing and curing of Concrete shall Vert'cal Datumbe done in accordance wlth the recommendations of the FIRM REF:a25O015-0005 D-
AmerlGon Concrete lnstitvte. - Townof Ydrmavth
gr
All ovt shalt be non -shrink wlth'a minimum compressive Flood Zone VI5 Elev. = 14.0'
strength of .5,000 p5t»
- ,. 2. The bundMg shalt be -connected to It's fovnCatlon at the
5. ReirforcIn -steel Shall be deformed bars conforming to - elevations shown on pion. - - _ : FOUNDATION : P ANA5T_
:_gr 60, except where noted. .No. :.3 bars PLAN - -
cmform to Ag5Tde . p : All reinforcing bars w le ded - 3, ectal provisions for Coastal Construction Shall be In
to
St to ASTM Abt5, trod_ 40: A e g SP
" ton should tx of welds rade 40. : accordance with the recommendations found in the ,"coastal
to a sleet sect n9 grade
>✓OnStruGtion Manual" as published by the Federal Emergency
ti f Goncreterearforcement and.Occessorles shag .. Management Agency (FEMA -55)
b. Deta ing o
be in'occordance with AGI Publication 315, latest edition. - _ -
4. The building strvcture and components shall be adequately
Ir shall conform to ASTM A185 with a anchored to the Foundation to prevent floototlon, ccllapse,
7. Wo Ided pilre Fahr 64W) - ,
�
minimum tensile strep and/or lateral movement.
strength of 10000 psi.
! 9
re t 5. The entire bvildin structure Is to be tied together at act as
B. Provide minimum temperature reinforcement as required 'y '�metal ties down.. - -
: AGI 31b, fi ail slabs and walls wm
here no reinforcement Is a continueu5, Integrpl unit using joist anchors, _
' 'lndtcoted on draw - straps, welt nailed plywood sheathing,-boit5 through beans and -
piles. etc.
2 3-3-01 MEAKAWAY KALL5 n 6ARA9E EJL
'
''q. Int ig
n steel shall be placed to provide the following : FOVtmATIONS -
a .. . P - n metal ist anchors and tie sown stn 5ha:l be _ .. .
mirfirrNm concrete cover (see aectlon7:7AGL318-8a.for : b. Galva Iced_
as manufactured � son 5tr -Tie Co. or approved equal I. Assume maximum safe soli bearrrag Pressure - t,500 psF. I 10 -ID -0O T5$(1E FOR PERMIT.
condltigns.as noted) �y
_- ' ' �. -and Shall be Installed at each roof rafter, floor )olst � - � _ -
fff
Foottn s 3 . All footings are to be laced on natural undisturbed material �� aensroN
Basement 140115 --�2n ext., 3/4` tnt. - connection, and wall stud cornecticn. .,: - 2 Ing P. - _
,.. -_, :. • _ or compacted granular FlII. 5ibsoli !searing strata shall be free. � � Q
:'. I ode - t 1 material. - _ _ SHEET TITLE :.. FROJECf. N8.1
Ci�5J20.00 -,
Slab on Gr 1 top 1. All steel members, connecttom, connectors, etc. shall be hot from all vegetation, loam and organ s mate a . S
['erode i5eam ° 1 1/2 top, 3 ..bottom All tat connectors must routine! - - sCALE
_ ,n ripped galvanized. I me y n FOUNDATION PLAN A5 NIS
F9ers and maintained over the serviceable lite of the. 3. Bottom of footings shall be no less than 4 O be,ow finish
inspecteda DATE
. .._ rade. -
z ''5EQT.n1a55 steel Hlltt f.Y11K BOIL : structure.9 ..
a_ Concrete anchors to beq-20-00
Ion Anchors as:manrfoctured Hlitl Fastening terns - ins basement walls until alt floors - - -
Expans o �1 5. All exterior exposed lumber' used for structural framing, 4. Do not place fxfckf.11,aga t
.�.:. nd irfstalled as .. er the' mcmfoctvrers':hstrvcttons. P - - - _
a P .. - -: - I!I et hall be ensure treated Hitt) GGA tracing Chew walls are In place. DR.�WN �
:- stairs, ra ng, c s Pn' n9
preservative in accordance w t
- Furnished and installed acro din to Pr j,� G �j� /'
: t0; Anther bolts are to be 9 Allfootings "shall be � tared on a 4 I r of crashed stone' 1 I���I ✓ :I�l..�) D�NIJ�.CHECKED 13Y
"o I anchor : 5. Ip a'i - .�A '
design - plan and approved s drawings. All -co vrnn a ., % standard Proctor Denslt
9^ P aPPr IOP . All holes machlne areas, and cuts to lumber made In the compacted to 45 y
a np m OIUWING NO.
:.;-.!salts shaltbeset template.. : - -
- ,... P : I shall be tawshed wlth-a solution of copped ;- ;,-:;. _ `4;.. -
no d s a ly ppP - /a .,s
' ` thenate Gontaln a minimum of 2% metallic copper in : b. Slabs on grade sha.i bear on natural undisturbed son or on a�� Pi.A}:E L� YARMOUTH ' _GI52855TR17GT
Maes AGI nap Ing `•
inept shag have Gfass _B ( ! material where'
11. AN.continuou5 reinforce 5P Standard M-4;.... troltedaom a.;ted fill. Remove exists fill ma e
_ solution h accordance with the AhPA stands ton p n9 R,A
5
In
tfierwise. , r i fill t acted
I tion f2.15) unless noted o s and re lace wlfh clean anu ar
Sec _ _ Hetes P 9 _ � 5 L -----T
- .. ,..
- n n P COASTAL ENGINEERING .
, _ In a5,5 standard- tactor d..nsit at the :.: .. ., ,Is ,. - r n
.. .. - - - choredoratta.hed,s vane, 6 8..a rstoobta 9 , - a:33T C '...... ,:
IO. All terns shall be rt id! an q qye P N . .
f -i-.I: -hall beco
ntinuous and a
9 y s A^
,. ::Horizontal wa I re wn' r m moisture content, , �V(P/QN I!'ili. -
12 n9 true or on other lanes and Shapes sho on the o time m
r n intersections
P
lamb and ap P f '°+, ,Pr. gE�- s ., r � COMPANY, j
f .n I- at corners and bends on exte s orfs s
AO -de ee fr a of offsets. A I i r..., ., •.:. • t._ _.
_. 9r s. amts shall bet .t, even and. e
cresv J , ,, .
.: t .0..11..--.... ,:..,. ..1 _... :.
bar, ac d�La s I tl t0 of } ,,.
hown on t lcQt F to of foundat on wa Cr.o.wJ, .: R
-a5 5 <P _I"9 r r thea-t15e eared to �: r of tooth Cr:o, J. P \..- ` I ROFESSIONAL ENGINEERS &LAND SURVEYORS
SvrFaces shall be sanded led o o P P Top 95 P r v;
,v
.. :. rte 70G ar
P t of cone e ( J pp
.. etc._. nets (TO and - ... d•.r
fv finish where lndlcated.. concrete top - ::...., .
s s. ,
receive P
1 inche
YVY{F
-" Should be on
sh us Wo � ,
7 elan s R HIGHWAY .
O.All is P -finished around floor, datum `2FQ CRANBERRY H G
p 5P - <-measured plus or minvs'prom the
- f
n'F r the '.:, e ,,
:,.. F n Gtb O .
OF co situ 1 n 0-0 .
ed method elevat o
. n. The design and os , ORLEANS, MASS, c02653
<. _ d .Prop.. ,. _ ,. ( t. 0 LEh _, S
wt pout a oval of the _ 9n - t. _
z m nap be welded t
n ctin '...Mfrs ..
1 : Re for"
4 PPr i f r ,
=.. may r fl lGablr. OvrS Ong O : : .,:- .:. ... _ .::- -::1
9 building are In -:.': , •. :r a. ..;.. ::. ,.
w d QPP P d
bars 9 .. � !
p.. v...:weld of reinforcing -.. ,; - .... -....
sneer ,Wrerr approved,-. _ : C8 2 6511 =: ;
StrVGturAl.e QPP~' �. '. .'. :-: ... a {. r. 5 ,. �5 .
{_
_ ...�7&J CMR. 3107.6. .. - -
,.:��' - ..... ,. ,-: : ... ... .... .. ... „:- ..SOK .�.SHrE15
shall accordance wRlr the 5.
,.- _.. CEC c�GGG
:GI5285.00 ':