HomeMy WebLinkAboutSITE PLAN - 16-00703 - 255 W 2nd N - 4 Plex 1GENERAL NOTES
NI yroMenal be mnsident Min Ne beat predins cribs trades invoME
and conrorm to the 2012 IMC
DemerAsyntradar or submmamor snarl vanlygans, dlaransiom and any
vmrk or codtmmon.
Any Were, anaundmlon radesipn snag be micannea by repiemed
proemosnal engineer.
goal acres drded body .,diedunr Adlp.a sncp do.,, doi
Mended demon, Design lead, per cadcable bul meds and
mnmetbn details sign" and dialed bye asserted praMslonY engineer.
Far it dr hearing. AN iaw ..* Ad! be kented nbM,..nt cemn,
Nc.=.ewr µssnk.
Sias andn M1vec tmnkine to aim a T'-0' minimum adv ending in
basement ..as dutls pass through par INC R305.
Furn shaft net be used, to complaVon of house Mildly;Advaed by
artro .Qmer/ConVadorsM1el assure that all Jud re0isters and Nmate
mi. aad of crydrublon mal
proutdewaterproal eneNrork in all snorer ars laundry areas par IRC
Iti
Vend i,, ad belMamedand kms to no, of hausd per WC R303.i
CIA. and Iamb an combed year dicam,a
lints or alwmr Mand railings required at parer orlandlrpwill wnlormta
RC R312.
Engineened laid near systems shall be yedled per rtarefdumr
apetlhBllane.
vendee proper .Or snkms..,.0 metes. drbeird .porches or Ads
es iodinated an piens.
Metal 6' of dean gravel in A x5nawwell,
Finish grade Pa Not to slope a minimum of S' in Me fired 10 feet awry from
Me foundation, Nen minimum 2% thereafter per IRC R4013.
Mn, pkm, comolMate and cure A awards per IRC R403 Ri e.
alnmeb d.deaors.n.t be itoV main po—,.h binary b.&up All
dtledonto be connected kraduXeneoue alarm Srrob ekmn pd IRG
R313.
Dimensuna are tohemerect MMaul shimi unless specified
dbe ayes.
FOUNDATION NOTES
At feelings atoll healon unNsturbw soil ar completed 10 apaNe of
suppoang a nlmmum design belong pressure of 15M FSE
Food'eIAMI shaven an the fouradon plan, star be burredA
real to obtain In. andea t deign beady pressure.
Unless entad oNeraid, Ne bottom tae Mind teary. stall be placed d
b .1frod depth: the bottom of all mend bridge slibe placed tr
mnmum bel.. dens Method grade,
Concrete yearamion shall be aG in accordance call, the requirements of
IRC Secron Ri02
Sled Na g.do anstmNon SMII be In aaddana vAh IRC R6W
The sommund dreang shall be used In con,unakn Ah Me drewnps of ad
Other didpfnes and Me protect specifientence. The contractor Ad veriy
Me requiremenb of NO star trades as to slcews, chases, havers,
insects anchwa nares and Andreas he be plead or set in Me structural
vwk
The Gavndantrnlndd shall be nspmslEle MITamptim, IOM Asalary
preeaurons and ne"I'lons hand, M. cars, Th. di, eneerreill ad WAS.
m nor Issue drMion as To Afey preceNirm ars Ixo,r..,
The fracture
N
I dravengs ren Anasent the finished structure. The
Qmer/CmudedAd provide A kmporery guying and bracing required W
erad and had the denature k pmp.r alignment unrl all structural cork and
Son "chains hwe been <ongkted. The mestigd'wn, design very,
edequery and ImmdM n of radon bade, shorn,, dempwary mlardle
Mr. ere the sok responsnilky of Ne Ormer/Cantrader,
Th -Mnedshallndbe he derdakr Memethods.tediddesand
IS sore SNI snational of MaeP .,MonN.tc, supaMskn oftne cork
D wire indicate geanl and typal deity of Con wdA. Where
eanalwnsint we<ificaM sman, slmner itAds of tyrothricin she be
ua
used, Sterk approad by Me engineer.
Loading applied To Me sWdure during Me process of anstmctbn shop reat
dereandode ue loadmrryln, opens, of the structural members. Do not
apply amy<msWdun beds dad structural hamang is properly connected
.,.the, antl until e0 krtgdary coming is in pies.
NIASTM and order eferendes are per the latest W ditbns ofthe terminal
wheas orhervnse noted.
Al wood romnp malerkl dol be surae it, and ..ea d Ig%mnmum
mddu. code.
M stud and Al hath:, And ber No. 2 grads Dov, Fir,
Al Inst, reNt 6 mrsc framing Ad be No. 2g,Me Dov Fir. UNesa noted
o2-ce.
At framing dommul to Me cnatner or in wonted AN masenry 01 arcre1.
eMl he pressure treated in accordance mN MoMedon WpW preservers
Asvddm SpMiMian where possible.
,mode LVL head., harms of Me same Am ee pmts any 'Site. to hanre
rwM drainage n the Ab ad dxk uNess dNrarse iMlakd.
Bo1M1dea Adbe caraNlty re.erc] and all not more than 1N6' krgar
Man Ne M1dar LOobdannedmsshellMsnugbudnWWthe
MentdCrusniy mead una.rw.men.
p .b".d medal least bodies, maked. dips tw1. cantors and
other dmmmAA del be A mamtacbrea by 51m1vn SWy-r.
(AmedY', an sppmved mull. lmmll en.—,...a Far the rcamfaclmees
regarded', Ai ted man Moe A menhum hadomm.1... oma (per
ASTM AC46, datle Al ed be gaNanrzM baMv CAO),
Hole, ed rmtCMs ant.IOM Mo. .1.A1, atoll rad ... IM
Mae rerronM Of IRC RWa
At dates dads, nails, bays, wash. and other Mvebrews he..
promaanedy eepased to A8a er Nell be Md dip gaMnmed.
SnARIM, d nam walk end mals shal be in accomi eftM1 IRC RSW,
Mid. and R6M.
INDEX OF SHEETS
G-101
COVER SHEET
C-101
SITE
A-101
UNITABB
A-102
ELEVATIONS
S-301
FOUNDATION
S-302
ROOF FRAMING
LOCATION:
Re3Amrg Idaho
9ay
z
SNOW LOAD:
35 PSF
1%
0
V
1MNDSPEED:
90 MPH
FROST DEPTH:
30"
W
SEISMIC:
D-1
+
Q
REGULATION:
2012 ISO
Y/
3"
G-101
SHEET i