HomeMy WebLinkAboutPlansG€neÉl Nolês:
1. Sructural contact documenls shãll be üsed in conjunction wjlh lho spec,lical¡ons ard olhsr
prcjectdocumênls by othea disciplines, ma¡ufactuaers, oa applicâþle codes.
2. Theconlracldocumenlsinlendloreprêsentlhecoûpletedpþjectásaúìo¡e. Iveans,melhods
ând intemed¡âle consltuction sieps or labaical¡on lo achiôvo a complelod projôct and job safety is
the respons¡bjlify of lhe aontaactor orowner. Discßpâncies or oñissioas b€twoen exisling
eondil¡ons af,d lhe Unål compleled prcject shall be coordin¿led with the archilecls ând engineers
before proceeding with ihe woak.
3. Iempoaa¡y construclìon meâsures shall be the responsibilit oflhe co¡trâctor
4. The conrâclor or ownor shall be ihoroughly familiar wilh ihe cont.âct doc!nenls, p@jêct
requ¡rcmeûls, ånd site befoae @mrendng with conslrucl¡on.
5. Reasonâble meâas have been tâken lo elim¡nate discrepancies in oa om¡ssio¡s from the
consfücl¡on documents. Howover, should lhe contractoa o. owner llnd discrepancies with the
conkact documenls, lhe conkaclor or owner shãll seek clâ¡ilicâlion in lhe fom of a rcquesl toa
informalíoñ trom lhe engineers aad arch¡tects before proceeding w¡lh lhe wak.
6. Not every condition may be dela¡led. Details or notes indicating lypioâl sha¡l apply to all situ¿lions
thal are lhe same or sim¡lar lo lhose spec¡fcally delåiled. The co¡traclor is encourâged lo
submil a request for infomal¡oñ on detâils or åddilionål details
7. Slåndard construction lechniques or stâñdard skúcl0râì requiements, ås outlined ¡n the ñost
recenl codes, are nol reilerâtêd iñ lhe consfuction documents.
L A scalo js prov¡ded as â reference, do nol scale drawjngs. lf necassary, contact the arctìilecl or
e0gineer Io provide addilio¡al djslanc€s o¡ meâsu16menls.
L The conlraclor orowner shall vedry a,l coñstruclion documenl d¡mensions ând êlevâlio¡s belore
conmenc¡ng with co¡struclion. lhe conkaclor or oMershâ¡l lâke field measuaemenls ând
co¡firm measurêñenls wilh thê consltuction documenls- The coñtrâctor shall promptly aepod to
lhe enginoets or ârchìlscts, ìñconsislencies or omissions discover6d oa made k¡oM lo tho
conkactof.
10. Noslructuralmembershâllbqculornotch€dorolheNuseredlcedjnslrenglhunlessapp¡oved
by lhe shclurãl enginee¿
1 L The â.chilecl, oMer's represênlãlive or conÍåctoa. sháll coordiaate aachileclural, mechânicâ1,
eleclrical, and piumbing conslruclion documents añd .ot¡fy the stauclur¡! 6ngìneor of
discrepanc¡€s.
12- Submillals or request for inlomation shall be submitled ìn wìt¡ng and shåll be in English Units.
13. The coolraclor shâll be responsible for lhe accuracy of all dime¡sìons and quant¡ties shown o¡
submtlals ând requesls tor infoamalion.
14. The contracloa shall cor.elaie all infoamation if, the conslruction documents, maleñals, meâns,
and nelhods in the submitlals lo ensurc that therê are ¡o conllicls and ihât the woak cån be
co¡slrucled as shown,
15. -fhe conlrâclor shâll be responsible for âll informalion that perleins lo lhe febrication processes
1 0. Wnd loads is based on a 1 15 mph, exposure B, moan roof height varies wlh building, calculaled
wind slagaalion p.ôssure is 34 psf.
â. Risk calogory ll
b. lntêmal Pressu.e CoefÌc¡ent (GC¡) +/' 0.18
c- Componenls a¡d Claddìng Pressures 1 5 psf inwards I 1 7 psf outwards
1 1. Seismic Des¡gn Oata:
a. Risk câlegory ¡l
b. Seìsm¡cimporlancefactor= 1.0
c. S" = 0.2979
d. 51 - 0.0729
e. Soil Class D (Slif0
t Se = 0.3099
g. Sd' = 0.1 159
h. Soism¡c Des¡gn Calegory = B
ì. Basic seismic foaco{es;stìng system= Lightframed wood walls wit¡ skuclurel wood pânels
j. Fundam€¡lal P€riod olV¡bralion, PeTASCET-10, 12.8.2.1
k. Respo.se lllodificálion Fåclors, Per ASCE 7-10, CHAPTER 12
12. GootechnÍcal Desig. Dala:
Elt-rftNG .-oNaRElE
SLÂB ON úRADE
o
'€Sl :.lDE - úAROEN LEVEL DúOF
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E;i¡s¡rfrù aoilcFEtE
FO¡ I¡]DÂTI'¡! AI GÁRDÊI¡ I EvEL ilEiSHI-:J ll llr Ðirsl[¡Û PÊRrù1il8R
SLIBDRAIN OI] IÙF OF
FOC'TING
3l NG FOùl NG Elì|[1AlED
Fì Sr ilê CÌll lN
CON'REIE FOUI!DAIIOil
$tDlÊ24 WlúEB/¿ THtar\
iaooE tLf !\AELE M U [f Lh'
lHtcKr¡Es:)
E¡rslllG slot DFAIrl
CON¡]ECÌED IÚ PER[¡EIER SLIEDFA
a.Elisfrf¡G 1,1;t'!!:cE
aûricÂErq !.+LLS - 3) +1- I¡AX
HÊIúHT
i. Allowâble bearing pressure 2000 psf
ií. Laleral bea.¡ng pressure 150 psf/ft
Sleel:
1- Fabr¡cåt¡on ¿f,d conslructìon shall be in accordance with lfìe lålesìAISC spec¡ficalions-
2. All sleel sháll be madê in Amedcâ
3. lvlíll cortifications and heat numbers shal' be provided lo the ce.lify¡ng Prolessional E.ginee.
4. All slruclural sleel shâpes, plâles ând baß shall conlorm to ASTM desig¡at¡on 4572, wilh an Fy of50
ksi. U¡less noted olheMiso.
5. A¡l w€lding shall bô in acco.dance wilh lho curônt standards for lho Amêrican Wsldi¡g Society
6. All welding shãll be pedomed by a cedilìed welde.. as qu¿lified by the Amer¡can Welding Sociely.
Cerlifì€les shall b€ provided lo the ced¡fying Profêss¡onal Eng¡neor
7. Bolts shall be AST¡¡ 4325, Fy = 50 ksi or belter. unless noled olheMise
I The coñkâclor shâll tâke reasonable c€rê ánd proper hâñdling ând slorâge of the sìeêl to âvoid
åccumu¡al¡on of unnecessaay did a¡d foreìgn málter-
L Surfâces ofmelâl ¡¡ conlâcl shall be cleâned before assembliô9. The pârls of members to be
assembled shall be well pinned aod fimly drawn togelher p.'or lo begínning assembly.
10. Thedriflingdonedudîgâssemblingshallbeonlylhâtnecessárytob.ingtheparlsìiloposition.and
nol suff¡caeñ{ lo enlarge Ihe holes or d¡stoal the melal.
1 1 Field weldÍn9 will nol be pe.m¡fied unless shown on lhe plans or approved by lhe Engineer
1 2. Shuclurâl steei members shâll be erecled lo prcvent dâmage lo ¿ll elements of the sltuclure aîd in a
safe ñanne¡,
13. A Pr6"eroclion Conforenco will b€ hold al leasl one w6ek pr¡o. to lh8 beginn¡ng olôaoclion.
14. The certifyí¡g Prof€ssìonal Engineer may require qual¡ly âssurance verificalio¡ oflhe wefds by a
ce.tified welding ¡nspeclor.
15. fhermalcollingofstructur¿lsteelmaybebyhando.mechanical¡yguidedmeañs(preferred).
'16 All surfaces shown â.o lìn¡shed ånd shåll havo a max¡mum ANSI .oughn65s heighl va¡ue ol 500. Any
fabr¡calion lechnjqle thal prodlces such a Unish may be used-
1 7. A variatíon of 1/32 ìîch ís pemissíble in the overall lengths of meñbers.
Er¡:ìT{¡G t¡Cri-sTÊ! ct!F4t aoilcâ-TE
WES1 :ìIÛE CAÉÛEN LE\iEL DOC'F PLÀ.¡
;aaLÉ 3ll = lLÛ
E!ìT SlOE - G4Rt'E¡i LEVEL DOúP
re E <iÊt¡r¡c aúilvEuÌrúNÀL
vÉú¡ FF4ìniNG
6
FELI'VE
EOlloü LE,;
L4X3,i5,16 HEADER
AttAch 10 !r{L FRÀ}/ ñc
SCFEVr'
l--iSEE
'EIÀ:L,5..
E)t:Tiñ,; wúF:ì¡
CASE ¡PS FC,SJ N.iULAI]'N SE: DEI!IL ÈS-I]
I
orstÁNaE N,¡...,iirc=E-f ,tJ\ rr,/--irró v \ q À6
1 6. ¡¿ale rial gubslitulìons o¡ ol¡ìer proposed clìanges sh all be a llowe d a ñíô¡mu m 1 5 workday allotle d :ìEE aE-rAlL D/S rrl FESEI ET]SII]G SLÚT DRA I¡ AI!D
CC'NilËalEC' l0 PqRlilEÌEî S!EDRAlll
Ex¡5îtr]ù -'CllCF'ElË
FOUNDAI OI À1 Ù¡RDEÑ LEì]EL HEIGHÌ
1 7. -f he owa e r o r co niracloa s hall beaa lhe co st of dêsìg n l¡me associâled with s ubslilulions oa olhea
proposed changes.
1¡ SaFEtr'
SÌÂ6GEF ] ]/2'
r¡ EtGE tl;lAfr.--E)iisl üó
cù¡tvEilrroñAL
!.ÐoÐ FRS,Iac
Err::T Nú 7- r¡2 !'.rq'E
aOll:REIE 9ALLr: - .l;"r! MAr
!iEIÊHT
EXri:1il!ú aolrCRÈrE
18. Thê coñslruction documeñts, dêsigns, ¿nd ølculations are paopelly of TH Engineering and arê
fo.lheconstructionoflh¡sprojeclonly- tlìeusoollhesodocumentsforanolhêrprcjeclor
pürpose without lhe wilten coñsent ofTH Ëngineeaing is prohib¡ted.
É<l3riñC til:i.-REIE
iìL€ at¡ GR-{EV?lÌH
Slruôlural Notês:
L4X3;dI16 MEASLIRE
AÑO {IT ÌÇ F I I]'SI
JI]ÛEî hEADEÊ ¡60\.]E
¡N9 Fa,t ftoAloN
EFi OW
.- Èìi3ÍlNG '¿i¡'FEIE úARÐEN
| -liF! FOI tinÂTiatl
Al, construation shall be in accordance w¡th the codes, equiremenls and regslations of the Mesa
County guilding Departmenl ând lhe 2015 lnle.national Building Code a.d the 201 5 lnlernâtional
Resìdential Codê.Ër(l!:TlNù Nall SlRUal!RAL.-ONaREIE
!¡r'ÀLK
\!fts!01 vrE!!
sile.hours on complele sel olconslruclìon
ai a min¡mum:
--
a(lsl llG ¡OCTING Eiil ¡¡AlEË
IMOïH 2¡ $ÐE 8Y ô ltslcr\
iCOOE ALL'IFAELE rdlrllù1UM
lHlaÑrESçl
documenls wilh revis¡ons and
a. One comp¡ele øpy of the prcject plans
b One compl€le copy oflhe projecl specifcalions.
c- ln addition to lhese documents oñe øpy of âlt sìgned åpproved shop drawngs, rcof l.uss
plaîs. or othersubmittals shall be incoaporaled i¡to tho p@ject plans.
3. All mate.iãls and workú¿¡ship shâll be subject lo inspecl¡on by the Gádield county Bui'ding
Depafment, lhe ownea or lhe owne/s represe¡lalìve- The owner ãnd lhe oMe¡"s aepaesenlâlive
reservê lhe right lo aejecl any malerials and wo.kma¡ship Ihal do nol conforñ with lhe conslruction
docuñents. Required malerial certifications ând documentâlion shâll be subñilled lo ihe oMêa or
the omels repr€sgntalive forapproval paor to del¡very of lhe material la lh€ project sile.
4- Conkacto.submitlalsshallbeprovidedlotheowneaorlheowaersrepresenlaliveamin¡mum15
workìig days p.ior lo delivêry ollhe mator¡al lo lhe prcjecl site.
5. The co¡{racloa shall noliry lhe oMer orthe owne/s .ep¡esenlâlive up discovery ofdiscrepancy
betweân the conskuclion documenls, exisling condil¡ons or mâ16ri¿ls.
6. Building isk category = ll
7. Live Loads used in des¡gn:
Woodl
1. Exceptasotheñiseindicaled,complyw¡thlheAmêricanWoodCouncil,20'l5WoodFrame
Corsltucli6n Manûâl
2 Use Hem Fi. No- 2 lor a¡l sluds, joisl, heade.s. ledgers and olher slructu.âl meñb€ß unless noted
â. Spec¡fc Gråvily - 0 43
b. Modulus ol Elesticity = 1.100,000
3 G.ade marking - Each p¡ece ot lumber shaìl bear lhe gÊde and trademark ol the associal¡oî u¡det
vvàose rule it is poduced.
4. Lumber shall be sound lhoroughly seasonect and faoe from waap. unless olheawse indicaled, paovide
dressed lumber. s4s, kiln dried
5. Moislure Conlent - Al¡ lumber shall be kiln dried wìlh â max¡mum moisture contenl for slructural
lumbe.of 19%
/4.
,'4LL SE!'Trúti
\!
-/
sCÁLE 3/a l0
?FOVTDE t:OLiD
(?; tr.ELoa[. NG BELú!i¡
OAL fÚF PLAIESÁ8O!'E
ÊL.rCXû¡G T¡ üATaH PiÂfa
wlilH
- -¡lStlNG trEL
. / tor eL*;=
\a
/l\
/ ! LJ. ì,:, 16 HE¡DÈF
/' ^IIACH
T,t FÊA[itNG W]lH
J ¡ô ø <:-i1: iYooç;cFEVi;
]I]:ìTALL tsEÀDEF ¡ËO!Ë
DOCF FÈ,^}iJI]Ù SHO¡ A:: REOI]IRED
ÀIÙ S'REW iiH]i]9 ÌO HEÐER
\rll¡ !¿-Ø x J-|2 !¿Ðôt;cFE!15
SHrM-ì f,lAY EE a[1]ttEû ÀrD
oooâ FFAiTE lllÁaHEc DtFEalL /
TQ HEÁDER T\IIH iIô"Ø )i 2 ]/'
'1Ð'D
STJREÆ
.qT 6 C t Yll¡ Ef'çÊ C!:ìTANCE 4
PRCvI¡Ë i/iô'¿r ËEaES:EO tsOLES
Fôe !ìrtoar iaRF,¡s
I 1r' :Pj FaA¡ iilStLAf lotl
¡tùÌìG s ¡Es aF DaaR rlqt FRúr,l
I'F
'F
F'OT]ÑG Iç J!;1 EELO!V\!ALL SHEAIHIT¡G
AITÁCI! FÙ¡J¡ BQSDIÚ FOJND,ÁJ]OÑ PÊÊ
MNUFÀL'TUR E ; P EcoM N,iENDAllùî!
PROIE.I IP.ì FiA¡¡ !V]T¡ ::Iì,R ) 8RÙ5H ON 3T
ÙF.ì]\I LÁR
-xt91¡frú :¡ilvENrflllÀL
6
7
F,<!3Tìriù ¡.,aR R DùaÈ FR4ù1F ilSI¡LL ÑOì] STPUCIIJR¡T C.]NCFETE
v?¡L(4f,rEF NiPECIrOf¡
A¡O À'Fq'VAL OF FFOST PFOIEC]]D11
ã. Roof Live Load 20 psf
b. Floo. Live Load 40 psf
c. Addilionauspecia¡ loads See Loading sheêls ând ca,culations
8. Ðead Loads used in design:
a. Roof Deåd Load 15 psl
b- Floor Dead Loâd f5 psl
c. Wall Dead Load 10 psf
d. Additional/spocial loâds See Loading Sheels and calculâlìons
L Roof SîowLoadused in design:
a. Roolsnowload 40psf
i. Nole Ground S¡ow Loed Nol P.ovidâ by Buifdi¡g Dêpârlmenì
b. FtafRoofsnowload(Pt 40psf
c. Snow Exposurô Fsclo. (Cû) B
d. SnowLoadlmpofanceFaclor{16) ll
e. Therme¡ Faclo.(C!) 1.0
f Slopê Faclor (C.) 1.0
g. Addilional/spec¡al loâd6 See Loading Sheels and catcufal¡ons
All låg bolls ând nails exposed lo weâther shall be hot d¡pped, z¡nc"coåled galvånized sleel {ATSM
Aô5, lype G185) or sleinfess sleel {ASTM F 1667)
exist[]c coilcFET!
ç}¡DEI] LEVEL FCUNDAIiCìJ
HEAÛER IET4ILL lnslal¡ fasteneas withoul spl¡tling wood by províding lhe co(ecl size clean p¡lol hole as required.
9. Prov¡de solid block¡.g under âll post ideñt¡fìed jn lhé ænstruclìoñ documenf$.
10. Headeß overalf all openings shall be raised, â¡d end ¡âiled to resisl rotat¡on
1 1. Do not usê a co¡tìñuous header ovea multiple opeaings, ünless noled olheMise-
l2 Lumbe¡incontactwilheâclhorwìlh¡n6inchesofearlhsha¡lbedecayresistânlorp.essur€kealed
13. Field cut ends, nolchos and drilled holos ofpressure lrealed lumber shall be field lrealed usín9 AWPA
M4 Sìandard.
14. Pâ¡el and shealh¡ng shall be la¡d wÍlb the suppo¡ls perperdículár lo lhe slrcng åxis.
SGLE ! " lr0
RE'-IN]NËCI SiQI
'RAÌ]CI]I FER ÑIFÉR SLISÊRÁûI Erlrat uú LaoR lvA/ cût
SILL !]t:AIAI]!N'ilTH AGGR-GAiE
FÂ'-F
'ù]]RSÊ
¡R .:]M LAR MAIERI{EiIST IJG 3LêE
E) r:iTia!G r1ALl. FRÁùllNG
AÌÌACH L¡ <3X5r16 lO -:lrJC'3 lvlH
1ir|øt.2 ti2"ttúaúacQË.ts¡f l! c c
5f¡GG-R WÚ])D S'REf€ 1 1/:" TO CEilTËR
L4I:J(5¡6 ÈIf I GHI UÑDER
HEAOER ÂBOi'E A]D S¡Ì T GHT
A¿AIN5I CÙNCREIE
FOUI!DÀÎIùN 8ELÛ!1
PLÂ'E ANúLÊ 3EÎV/EEI¡ TlOR
FFÁI¡E !ND FFÂI] IIG Æ]¡
:Ê ü PER DEiÂ!L C/!: ù1
EI SIII]G DO' F ÂIlD DÚOR FRA!]E
FROVIDE 1 1' iPS FOAII B]ÁRÛ
!,8îTtc¡tL\t ÁL¿UG FO!tlDA|arl
HOFI¿CNTALL\'AIOÑË ]OP OF FOÚI ilG
¡llD VEFI CALLI aOlvrl F4r:E OF FOùlrlG 16"
¡Jiñtrur,i foIAL
VEÊTIC4L iIiSULAT]'IÑ
FROlEal ùtsULA|Ot! VúlH PRalÉ.-ÍC \1RAF
P3lÙ¡/ô.r OR
3[,1tLS
ï
/1\ rnos¡ pno-¡cr .,,
fl-t :M
1 Ve.ite¡iúnglÒu¡dâü¡û
dme¡s¡ôns lo. compliance wô
crê.¡¿re ißr ó¡ôrdiôn
P¡ofosror E¡gineer Cedif ed
Ceúfcale olCompliance
2 Vedfy exß'ôg tâdng henber
s¡ze and orâde torcoñp¡iac€
P.olêsioñ Eng¡nee. Ceôfi ed
Cedñcat€ olComplia¡ce
Specìal lnspeclions shall be submillêd by lhe Professional Engi¡eer of Record 10 lhe build¡ñg omcial.
Specìâl l¡soêclío¡s:\7
/ ú \ ÊE!'ERtuÊFoRTitrt r .lr'- 1.
DEPIH
SHEET
IDENTIFICATION
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