HomeMy WebLinkAbout1000-86.-1-15FOUNEPATION PLAN
~CAI-E i/4" =
PP. OPE TY' I NFOP-.h,'1ATI ON..
Addres$~ h4oln P. ood
Peconl¢, Ne~ 'fork I1~
~uffolk Co~nt~ Tox fqap $~ IOOO-~-I-I~
Proposed Ose~ Agriculturol Equipment Storocje Shed
SITE E)EVELOPh4ENT DATA:
Site Area , 28.~'~ cores
Agrlculturol Arco : = 28.00 cores
Storage 5hod AceD, Proposed = ~25q sq. ft.
SCALE I" = I'-O"
I2" ~lde x 44" deep
~500 psi concref, e foundation
8" thick crushed stone bose
l~lol I /
ore of 20 cjoge c~olvonlzed steel,
SECTION "A"
SCALE I/4" = I'-O"
IAIE ®COR NIOOIFIED
I.
2.
4.
PANEL At',OH tDUIL iN®
This bulidlncJ is t2elncj relocoted from o site ct Plnder Vineyards.
~oll / Roof panels ore of 20 goge ¢olvonized steel.
~ulldln9 hoe o steel boseplo~e ~ol~ed ~o the foundo~lon, os sho~n.
This ~uildin~ h~s no utilities. No ~ober, se~oge, heob or electric.
®ENE AL NOTES:
I. Contractor shell verlf~ conditions and dimensions and no~ihj Architect
of inconsistencies, prior te p*eceedincj ~i~h dn~ ~ork.
2. The Architect Is no~ responsible For construction supervision unless
specified b~ ~rf~Len con~rocL
D. All ~ork shoql be done In occordonce ~]~h oll Federo], Buildln~ Ood~
of Ne~ York 5~ote, ~ Ioc01 Duildin9 Codes
4. All ¢1¢c~r~c~1 ~ork sholl be done In occordonc¢ ~ibh tho Noblonol
Por~ Viii, chaplets DB-42.
D. Do no~ scale Lhese dro~mng~. ~eFer ~o ~rmbten dimensions.
Concrete
I.AII design and construction shall conform Lo the American Concrete Institute "Building
Code Requirements For Rei?;rced Concrete". AC.I. ~18 lobes,, edtbon and chaplet
35OOpsl e 28 do~s ond hove between 5% ond 7% olr entroinmen~ b9 volume
~elnForcing s~eer shell conform ~o AST~ A&ID-~r 60
~.Concr~b¢ ~or~ ~n~ m~M~[s s~ll con~orm ~o The Amerlcen Concrete Institute"
$pec. i~lca~ion For Structural Concrete ~or DuHdings", AOl POI, L~es~ Edition
D.doTn~ 'hlldre sh~ll be pre,armed resilient bituminous ¢xpdnslon jamb hl]¢rs conforming
ASTM Ot~DI, Le~esb
for exterior surfaces. Ail *ur~¢ee* sh~ll be ~l~hin I/8" +/-
Continuous relnPorcement shall be Io~ped 48 bar diameters et splices and corners
and hooked ~ non conkinuou* ends or ex~ended 24 Bar diameters unless o~her~lse
All r¢fnPorc¢menb shall ~¢ in accordance ~l~h ACI
Temperature reinforcement, *plices, suppor~ for r¢in~oremen~ sh~ll conform
requirements o~ AC1
q. All voi~s In exterior exposed concrete surfaces ~h¢ll be h~nd p¢bched ~o provide
a $mookh finish.
Excovo io
I.Controctor shall verif~ ~he Ioco~lon of oil existing underground u~llitles prior to on~
2 Contractor shall excavate to required depths and en~ excovetlon Ioelo~ shall Ice Filled
~ith concrete.
~.Controcter shall cempac~ illll under slobs to ~5
4.Plll under slobs shall De cl
5.Soil under fooblnds shall h~
DUILD
~on and free of oia~ or organic materials
ve o minimum bearing copecl~ of 11/2 tons per square foot
STRUCTURAL ATA:
20 cjdu9¢ panels
Arc I~ndth: 51.24'
Concrete Foo~in9 Dq.5 x DO~ = il85~ /
1185~ / 1.5T = .Dq5 sF oreo
use 12" ~lde x D' deep DO00 psi controls foundation
Charles ~1. Southorct Jr
A .CHITEC
'~ ~o~er's Edge
Smith Point, Ne~ 'fork IIq&'l
Phone (CPI) 4'/I-5228
c~sorchl~ec~@optenllne net
Foundotion Plon, debolls
notes
ii ! l'
JUN 2 2 201]
Relocoted Steel Storoge
Building Por Plndor ~qiner~
Main Rood
Peconlc, Ne~ York.
~lor I0, 2011
~ 5/8" x I0" long onchor Uol~5 , i i
j Smith Point, Ne~ Turk IIq6~
~ I ~hon~ (6DI)
'" A8 Q]AO~ddX/ I m
~) ......... ( ~AST a ~EST
,) NO~TH
( Sli~mg door from~ *21~in~ ~oor from¢
~ ~ ~ ~oil / RO0~ p ~oge ]olvc Ized ~ eel.
Reloco~d S~oroge Dulidln~
. ~ For PIn¢oc
~fng ~ doc
~ LI T
~ Moln Rood
! ~AY - 5 2011 ~econlc, Ne~ ~ork
FLO0~
PLAN
) i,V.,tu
I? ~ ~]OH~FOS ~0 N~O~ I
~ d~O~ DHINN~I]d '
'" A8 O~AO~ddX/
FLOOR PLAN :
eliding dool
oo~ p Ized ~