HomeMy WebLinkAboutPlan set 6~----~!l k~--~.~.·~~~~.~---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------,
ISENERAL 5 TRIJG TlJRAL NOTES
ISENERAL Fi:EGU IREMENTS
I. Deelgn le baeed on the 200B edition of the International
Elulldlng Gode (ISC.).
2 . D.,elgn Llv., Loads,
a . Roof (5noY<) ....................... 40 P5F
b. Off!GIO Floore ........................ SO P5F (t Partition AlloY<On<.O • 20 PSF)
~-~~~-~~::::::::·'io .MPH &~i~~,;J'~e .. d , B eecond guet
B . All c:l lm.,ne lon&, .,levatlone anc:l deta ll e on etructurol c:locumente
&ha ll b., VIOrlflec:l oga lnet the archlt10cturol c:locvmente prior to
conetructlon or fabrication .
4 . The contract etructural dowm.,nte and epeclflcatlone repree.,nt
the comp let .. d etructur ... Th e contractor eho ll provld., all
meaeuree neceeeary to protec:.t tne 5-truc:.ture and ox1etJng
ac:ljoc:.ent etruc:.tures and utllltl'""·
s. C.Oordlnote a ll openlnge throu9h Ploore, Y<o ll e and roofe l"'lth
Mechanlc:.o l and Elec:.trlc:.ol Gontroctore. Notlf~ En9lneer of on~
openlnge to t:>e c:.ut In etruc:.turol e~eteme.
I. Foundation Deelgn I& bae.,d on soli ~r?ort 11101-115 by Hep Y<orth-
FOUNDATIONS ~----~
PoY<Iok <Seotec:.hnlc:.ol, In c:.., datec:l Mc>rih'9o, 200 . oxlmum deel9"
eoll b .. arlng copoc:.lt~, 1500 P5F.
The GontraGtor eh"lf rev lel'< the Sell e Report and lolloY< all
reGommendotlono there in, lnc:.ludlng , t:>ut not limited to excavation ,
e lte conditione , c:lraln"9e, backfill and compaction, olab-on-grade
conetructlon.-c:lralnc:l9e e~eteme , anc:l elte Inspecti on requirements .
2. All footln9o are to bec;~r on undleturbed natura l bearing materia l&
or compoc:.tec:l etructural fill. C.Ompactlve eltort for etructvra l
rill ohall be In accordance l"'lth the Solie Englneer 'o
rec:.ommenc:lotlona. 6earlng eolia (natural and c:.ompac:.ted) ohall be
lnepected anc:l approved loy the Se ll a Engineer prior to placement
of footlnge .
9. Avo id exceeelve Y<ettlng or dr~l ng of the exGavatlon, k<oeplng the
excavation reaeonabl~ free o~ l'<ater durln9 placement or
Gonc:.rete for foot lnge.
4. Foundation Y<a ll e Y<lth bac:.kfll l on onl~ one Y<a ll face eholl hove
all eupportlng lram lng o~otem& or tempora~ brc:lc lng In plac:.e
prior to ploc 1n9 backfill (unl en notec:l other..,lee on p lcm).
GONGI<:ETE AND Fi:EINFORC INIS STEEL
I. A ll concrete ehall attain BPOO PSI compreeelve etrength Y<lth ln
2f> da~e except oe folio""'
Conc:.rete for exterior Flotl'<ork and garage Ploore eholl attain
9,500 PSI compr.,eolve etrength Y<lthln 28 do~e.
:2 . Ue " T~pe 1-11 Port land Gement (ASTM GISO) l'<ith 4-6%
air entrainme nt. Goncret" aggregate to be norma l ~'<eight (&tone).
9. Perform all coot-In-place concr.,te l"'ork In accordance Y<lth
"5pec lflcotlone for Struc:.tural Concrete for Elu ll dlnge," ACI 901-e4,
un leu noted oth.,rl"'lee. Provide hot or cold ~'<eotner protection
per ACI 905 or 906.
4. Reinforc ing eteel eholl c onform to ASTM A615,
~ a nd emaller ..... <Srade 40; -s anc:l larger ..... 6rade 60
5. Horizontal r"lnForc:.lng etee l eha ll "" made contlnuoue 1::>4 lapping
bare a minimum of 9:2 bore dlometere ot all epllcee ond providing
corner <:>ore. Fobrlcotlon and lnetollotlon of re inforcing ete"l eholl
conform to AGI 915 .
6. Provide occ:.eeeor les neceeeor~ to properl~ eupport relnlorc ln9
ot th" poe ltlono ohol"tn on the c:!oc:.umenta .
i. Ga iGium chloride or admixture• containing more thon 0.05%
ch loride lone or th l oc:.~onotee ore not permitted.
e. Do not p l oce plpeo, dvcte or c:.hoeee In otructurol conc:.rete l"tlthout
prior opprovol of the struGturol Engineer.
STRIJGiURAL ~OD FRAMIN6
A. D IMENS IONAL l..UM6Ef<.
I . All t imber conetructlon (119ht and h eav~) ohall conform to American
lnotltvte of Timber Gonotructlon (AITGJ c:lnc:l Notlonol Deelgn
Speclflc:.otlon (NOS) etondordo .
:2 . structurol From lng lumber ohall t:>e Dougloe F ir l..orch, Y<lth the
fo ll o..,lng minim um groc:lee ,
f' lotee and stu de, ":2
.Jolet& and Raft•r"'&• •2
e.ome, Poeto ond Tlmbere •1
9 . All e ll l p lot.,e In contac:.t l'<lth c:.onuet., or moeonry foundotlon eho ll
be Foundot lon <Srod., RedY<ood or Pr.,eour., Treoted Hem-Fir "2
or "'"tter, d.,olgnoted for "Above 6round " usage as defln.,d be
th., Amerlc:.on Y'laod Preeerv.,r 'e Institute .
4 . Lomlnated Veneer Lumber (LVL) shall be c:leelgned and Pabr lcoted
In occorc:lance "'lth the Notlonol reeeorch 6oord ond the Notlonol
Design speclfiGotlon for l'<ood. LVL's to be I'll!" thick l"t lth the
Pollo..,lng minimum Y<orkln 9 otr.,eeeo• Fb • 2600 PSI; Fv ~ 2e5 PSI;
E = 1.1!>00 ,000 PS I
5 . Y'bod mon ufactured produc:.te oth.,r tnon thoee not.,d, l'<h lc:.h hove
I.C.G. opprovol , mo~ be used Y<lth opprovol of the Engineer .
6 . FASTENE'"-5 AND CONNEGT0'"-5
I. All t lmb.,r noill ng ond c:.onnec:.t lono sholl c:.onform to ISC. and AITC .
RePer.,nc:.e ISC. Table No . 2904.'1.1 , Faetenlng 5Ghedule .
2. Metal connec:.tore lor Y<ood fram ing are monuloc:.tured by the
S impoon strong-Tie Compon~. connector& Y<ith noll e ehort"r t hon
c.ommon a5 fo ll o~e i
ed X 114 "; IOc:l X ~~·, 16d X :2~". unleu noted oth .. rl"tloe .
9. Alternote connectlone and fastener& to thoee lleted above, Y<hlch
hove I.C .G. opprovol, mo~ be ueed upon opprovol by the
Engineer.
4 . Log sere>'< connec:.tlons, lnc:.ludlng leod holee, pilot hol.,e, and &GreY<
inetollatlon, eholl c:.onform to Nt:'S.
5 . 6olta lor "'ood member c:.onnec:.tlon& &hall be ASTM A901 l"tith
min imum I ~" diameter Y<aeher eac:.h end, un leea noted otherY<Iae .
Do not Gounterelnk bolto unleea noted oth,.rl"t lee .
~OD f<.OOF TRIJSSES
I. Provide open l'<eb truseeo ae profiled on the c:locumente to
salel~ support the lnc:l icoted deoc:l and li ve loodo .
2. Tru u manufoctur.,r eholl be o member of the Truee Plot., lnotltut.,
(TPI) onc:l Component t-'l a nuPocturer'e Council . Trueeee eholl be
deelgned by o Profeulonol Eng ineer emp l o~ec:l by the manuPocturer.
;,, l..umber Por truesee ehall be oP tne speGiee ond grode ae r .. qulred
1::>4 tne E:nglne.,r 'o c:l"elgn. <Srade etomp eoch plec:.e .
4 . Monufoc:.ture ond lneto iT preee-flt meto l plotes compl~lng Y<lth TPI-i4.
5 . Manufacture r eho ll submit ehop c:lrol'<lnge to Archlt.,ct for
revleY< ond opprovo l. Shop droY<Ing eholl Ind icate truae pitch, epon,
ond •paGing; goge, elze and location oP c:.onnectore; t:>eorlng
ond onchorage c:letolle, truee-to-truee connections, bridging onc:l
p.,rmonent broc:.lng deto lle 1 ond oil reloted lteme .
6 . SUbmit ehop drOY<Inge t o the engln.,er lor reviel'< ond opprov o l.
1 . SUbmit deelgn co lcuTotlone , bearing th., e .. al of the t-'lanuPocturer'e
Engineer, l'<fth the ehop drol'<lnge, lndlc:.otlng epeGiee ond grode of
lumber, design loadings , ond Ioree ono l ~ele ol eoch member and
deolgn of eoch connec:.tlon.
e. FabriGate true&es according to approved shop droY<Inge . Provide
trueoe e on c:l oil reloted lteme requlr.,d for erec:.tlon , to lnc luc:le
blocking, brlc:l9 1n9 onc:l permonent brld91ng.
'1. 5no"' load durotlon foetor ........................................................... 1.0
o . Truee top chord deod lood..................................... 12.0 PsF
b . Truee t:>ottom chord deod lood .............................. 10 .0 PSF
STRIJCTURAL STEEl..
I. Des19n, labrlcotlon ond lneto ll atlon of structural oteel sha ll conform
AISG and ~ epeclflc:.otlone .
.2. Steel other than plpee o nd tubee ehall be ASTM A9t> (min imum ~leld
etrength • 96 KSI). Pipe columne sha ll be ASTM ASS-6 (min imum ~leld
etrength • 95 KSI) Tube otee l (TS) sholl be ASTM ASOO, Grode a
(minimum ~leld etrength = 46 Ksl)
9. Comcoctlon bol~e &ho ll btl 1G 25 u.o ••• not
otherl'<le ... Minimum of 210o lte p.,r Gomectlon .
4. Anc:.hor t:>o lts oholl be A STM A901 minimum .
5 . lll et l'<eide ehoil b., mode Y<lth EIOXX rod, elze 9 /16 " ond c:.ont lnuoue
un l""'"' not., .
6. 6roove Y<elds eho ll be mode Y<ith EiOXX rod, and be fu ll penetrotlon
onc:l continuous , unleee notec:l otherY<Iee .
sii:El.. FORM DEGK (FL00'"-5)
I. Stee l c:leGk for the floor& &ho il be <l/16" X 22 gage non-compoe lte
dec:.k Y<lth th., Pollol"t lng minimum prop.,rtlee .
I = .02 IW4/FT
5 = .06 IN~S/FT
:2. Sheet eteel Por deGklng to conform to A5TM A446, min imum ~le l d
strength = ;,9poo PS I.
;,, lneta(l In occordonce l"'lth the construction documents ond th " c:l"c k
mant.Jfc::~ctvrer-'e re"amm•ndatlone .
4 . ""''c:l deck to support .. l'<ith 5 /f>" c:llameter puddle l'<elde ,
4 ""elds per 90' l'<lde eheet. Slc:le lop roetenera not requlr.,c:l un lese
notec:l on pI on.
5 . DeGk flnlehee to be phoephote treotec:l ond golvanizec:l, conPo rmlng to
ASTM A5:25, 1560.
F<:E INFORCED UN IT M.ASONR'T"
I.Ma eonr~ unit deolgn, monufoc:.ture ond ln .. to ll otlon eholl Gonform to
atondorc:le set by the Mooonr~ lnetltute of Amerlc:.o .
2.Aoeemt:>led moso~ to develop 1500 PSI ultlmote compr.,selve
etrengtn (F 'm) In :215 da~e . 5peclo l lnepectlon not requlrec:l .
9 .Concret" moson~ units eho l l conform to AsTM G'IO , <Sroc:le 'N .'
T~pe I, llghtl'<eight <:>lock.
4 .Mortor ello ll be T~pe 'N ' or 'S' Mortor eholl ottoln IE>OO Psi
compr.,es lve etrength l'<lthin 2e doye.
5 .<Srout eho ll otto ln 2000 PSI compressive etrength l"tlthln 2f> do~e .
6 .Relnlorcln9 bare to be delormed bore , minimum yield strength =
40 Ksl. Lop relnforc.ing bar ep ll ces 40 bar c:l lametere unleeo
otherY<ie., noted.
i .f<.elnforce all bond t:>eoma l"'lth 2-•4 c;.ontlnuoue, unleu otherY<Iee
noted. Extend Pull height Y<all reinforcing contlnuoue through
lnterm.,dlot., bo nd beome .
f>.Provlde c:.ontin uous horlzontol lodder t~e Dur-D->'Ioll relnforc:.lng
ot 16" on center, unleee otherl'<lee notec:l. Lop jointe minimum e".
'l .<Sr out o il re inforced celle ond bond beome eolld . .Srout all cells
<:>eloY< grac:le eo ll d , unleee other"''"" noted.
IO.flll volc:ls anc:l 9rout cells solid a minim um c:listcln<.e of 90" beneo th
and 12' eoch ald., of beom reoctlon& anc:l other Goncentrotec:l looc:le.
sii:EL JOISTS
•4 HORIZ
SUPPORT 6AR
5Tf<.UGTURAL ~ '--
DOV'el..: ~
PROV IDE ~IRE T IE-
NOTE , 'STA66IN6 '
sTf<.UG TURAL. DOV'eLS
IS NOT Fi:EGOMMENDED
6 ' H IN. ~
+....:..._-+
PROVIDE C.ONT DRA IN h
PER SO il..S EN.S.INEE'"-5
f<.ECOMMENDA T IONS-
TYP U.N .O .
,~
2 " MINIMUM-
(5l..OPE TO DRAIN)
' j
•
DOV'eL AT
GONTRAGTOR'S
OPTION , ~HE'"-E
ST'"-UG TURAL. DOI"eL
IS NOT IN GONTAGT
~ITH VERT Y'V-Ll..
f<.EINF, Pf<.OVIDE 114
X II!>" ~e" CP 4f>" O .C..
10 " THK
FTIS-
TYP U.N .O .
9 " Cl..EAR-
TYP
~HERE HOOK5 ARE
NOT DIMENSIONED
PROVIDE 'STANDA'"-D '
HOOK As FOL.LO~s ,
•4 -en
•s -IO "
•b -1:2 '1
Pf<.O V I DE 1!4 " d l o
HOl..E THRU 6M
TOP Fl..AN6E
EAC.H SIDE TO A ID
INSTALLATION
4"?,
SEE PLAN'
CONG.
FOUNDATION
i"\Al..l.. 1----~
(f<.EINF NOT
SHO!"lN)
I "
DRY-
POGKET
l"li DTH
~~===4~P~A~C~K~==~
STEEl.. 6EAM
PROV IDE 2 -~" c:l i o
5 "6RG
~ __ j _______ _ o __ T ________ _
6EAH FLAN6E
5 1ZE l'iiDTH
l'ilox22 5 .S/4"
l'il0x26 5 .S/4"
BOLT POGKET
6ME l'iiDTH
2.9 4 " t o ~
2.914 " 10 "
ADHES IVE ANGHORs-
GHEt-1-STUD (MFR = L----
1'112 x 22 4 ' 2 .1/4 '
l'il2x26 6.11:2 " 5 .1 1:2 '
1'112x!le 10 " 4 '
10 "
10 "
RAI'il.Pl..UG GO.) OR
EGlUAL . DR ILL ~~" dlo
HOLE. C.l..EAN HOLE * INSTALl.. ANC.HOR
PER ALl.. MANUFACTU'"-ER'S
f<.EC.OMMENDATIONS .
P l..AN VIE~
1. st .. el joist .. aho ll be deelgned, fobrlcoted , ond erec:.ted In
oc:..::ordonce l'<lth 'SJI stondard Sp.,clf lcotlon"' Par Open ""'" K
Serle• Jolot .. • ond In aGGordonc:." Y<lth notee ond ""~olio on
etruGturo l drol'<ln<;~e. (SJI• Steel Jolet lnetltute)
TYPICAL CONCRETE FOUNDAT ION DTL TYP BEAM BEARING @ EXTER IOR ~ALLS
2 . Provide jol .. t e "''th epec.lol end <:>eorlnge and joist extenelone,
oe eho"'n on the droY<Inge .
NO SCALE
9. Provlc:l ., contlnuouo horizontal brlc:lglng for oil jolete In accordance
"'ith SJ I requirement•.
4 . Provlc:le t:>ottom chord e xtenelone Y<her e r.,qulrec:l to support c.,lllng"
or fireproofing and ao noted on the orchltecturol drol'<lnge.
HO f<.IZ
HALl..
Fi:EINF
NORTH
HALL.
0 "
E>'
SPACE GORNER 6ARS
TO t-'IATGH HORI Z
HALL Fi:EI NF
115 )( 3 2" 71 10 " ~
GOf<.NEf<. 6Af<. r--~~~-tt4~ --'""
'OUTS IDE '
CORNEf<.
l
IVERT. I"'ALL Fi:EINF I NOT 5HOI!iN
IINTERI0'"-1
CONTACT
LAP
115 X 90 " X 90 "k
CORNER 6Af<. I
liNTER lORI
HORIZ .
/ HALL
Fi:E INF .
,.--(V
I<
~ v
DESIISNATES
(9)-"5 VERT. +
DI'IL FROM FTIS -s " 92" [c1o"
114 X :=J
14 "
HOf<.IZ o :24 " O .C .
--jf'GRIZ HALl.. Fi:EINF
HGONTACT
~ LAP
•
•
~
---' ...
• -.....-......
j
' OUTSIDE '
CORNER
"4 X ~
14 ''
HORIZ CP 16 " O.C .
DESIISNATES
(6 )-DV'IL 'S Ff<.OM
FT6 •5 x 41" l.clo "
PLAN VIE!I't TYP il'iALL REINF @ ---------1 G
S/4" = 1·-o"
14 ( eLA6 DEPTH ) • I"
NO-re , THE &AI"' GUTTIN6 SHALL ElE DONE I'<ITH IN 24 HOURS TO
ffii:VENT IJNGON~U.E!D C""""'K IN6 OF THE 5l..A5 AND I'IHEN
THE C:.ONCRETI: HAS~ SUfF ICIENTl.l' TO f'ERMIT
GUTTIN6r Y't iTHOUT c.HIPPIN6, 5PAL.L IN6, OR TEARIN6.
TYPIC.AL SAV'IC.UT JOINT
Fi:EINF NOf<.TH, EAST, 4 i"'EST
GMU I"'AL.LS 1<'\1 HORIZ. 60ND
6M'e As FOLl..O)'IS,
I. AT 2 '-8 " A60VE 2ND FLOOf<.
(~I NJ::lOI"( S IL l..s ) 6ETI"( DOOR
OPIS 'S.
2 . A60VE DOO'"-t ~I NDO!"(
HEADs.
9 . A T TOP OF CMU I"'ALL5
(SEE G/55).
Q f>" GMU-PROVI DE
HOR IZ J O INT f<.E INF iii>
16 " O .G. PER 6ENERAL.
NOTE5-
PROVIDE •4 VERT x F Ul..l.. HT .
AS FOl..L.Of"ls, ADJACENT TO
OPIS 'S , @ CORNERS, 4 Ci> 2 '-0"
O.G. MAX (SPl..ICE VEf<.T f<.E INF
PER 6ENERAL. NOTES)
DI'IL •4 X 92 "-
SPAGE TO MATGH
GMU F<:E INF
~::=J~~EGUAL-TYP
Dl'il. "4 X :24"IC16 "
G 16 " O .G .
SEE Pl..AN
, __ , __ , __ ,
•5 HOf<.IZ . iii> If>" O.C.l----.__
EACH fACE I ~
#5 VERT . iii> 10 " O.G .f-------J;~
OUTS IDE FACE
•
#5 VERT . ilil le " O .C.
INSIDE FAGE t-----+t-----<-1
4 "
CLR
Dl'il. #5 x
45 " I lr:J 5 ..
CP 12 " O.G.
1.1
•
:2 "
DECK
6R.S.
CLR
Dl'il. 11'4 X
26 "1
lc_e "
@ If>" O.C..
OPEN V'e6 1----------1 FLOOR JOIST
6f<.ID~I Nc:. SUPPORT ,
L 9 X 9 X 1/4 X 0 '-e "
1<'\1 (2 )-9/8 " c:l lo . x 9"
EXPANS ION ANGHOR5
(HOR IZ . <SA.= 5.1/:2")-
TT'P TOP 4 60T
--x x-----x--x
+SEE PLAN
DO NOT exTEND
Y<J<'<.F . ~
..JO INT. PERIMETER ~ DRAIN-
SEE NSI
TT'P
"5 X 1
Ci> 16 " O .G . .
1\')
I· 014 CONT . EA.
SIDe OF JT.
TYPICAL C.ONSTRUC.T ION JOINT
LOC:.A'Tl!: 1./NDa< PART ITION "''-EN PO!*>ISLE
TYPI C.AL CONC SLAB ON GRADE DTL'S
INTER IOt'< 5L~N-6li<ADE ( 5.0 .6 . )
I. IMI..Ee>S NOreD OTHERYII&e , IN'TERIORS 5.0.6 .'5 5HAl.l. ElE -4 ' THICK
c:.oNGRE11'! 5LAI!I5 PLACED ON A MINit-M-1 -4" THIC.K LA'r'at 01'
FREe•DAAININ6 6RAY!!L.
:1 . N.L INTER IOR 5.0.6 .'& 5HAl.l. flE I'IEINF=et> I"'ITH 6x6· 111 .4><1"11 .4
I'£LoeD I'III'IE F,._IG LINLES& NOTED OTHERI'iiSE . OPTION , REPLACE
t-1E5H ViiTH 5YN'THETIG FIBER ....OD ITIVE PER MAH.JFitGTURER.'S
RECOMENDATI ON5 AND EN6 1NEER'5 APPROVN.. I"RRV IDE 1.5 Po.h<DS
OF COLLATED , FIBRILI.AreD P01..'11"1t0PT'l.ENE Fl~ PER C<JB IC
l'I>IW OF C:.ONCRE'l'E , HI~.
5. """VIDE !ll.,o.e CON"n<OL .JOINT& MAX IMUM 15 ' eACH...,.,,-, UNL..eS&
NOTED o-ISE ( SEe T'r'l'IC:.N. DETAILS ).
4. f'IW\IIDE I'RI!E•DAAIN IN6 6AAVELS AND GOMPAGTED FlU. ( I'1HE!<J:
NEC:.esAAl') k:CORDIN6 To SOILS EN61NEER'5 I'IEC:.OMMENDATION&.
5 . GOMPAG.TIVI: EfZFORT FOR 61\Ava.:!), 5llWGi\JRAL F ILL ANI;~ EXISTIN6
5I.IB6AADI:5 l't!ICH SUPPORT 5.0.6. '5 SHAI.I. ee IN k:CORD...,.,_E I'IITH
. SO ILS EN61NEER'5 I'IEC:.OMMENDATIONS.
#So
"5 GONT . 16 " o.c .
HO'"-IZ .
8 "
M IN
----------------~~
1"=1 '-0 " ~
SEEP AN
OPEN i"'E6
FLOOR
JOIST
1/2" PL YI"(D 4 S ILl..
Pl..A TE-SEE IS</S.2
AT EACH JOIST
PROVIDE sTEEL EM6ED PL
5/e "x5"xl0" 1<'\1 (2)-
5 18 " dlo. >< 6 " HDAS
(6A•6 ')
DI'IL "4 >< 24"1CI 6 "
• 16 " o .c.
f<.OUISHEN GONT ACT 5UI<.FACE
6'"-EAK-OUT DY'll.
014 x 24".718' HORIZ
o 16"0.C .
, __ , __ , __ , __ , __ , ___ ,
CONTINUOU5
L s X 5 X 1/:2
DV'IL "5 x 52 "l.clo " e> 16 "
O .G. (ALTERNATE HOOK) 1----+--i>i
SEE Pl..AN $ 1-------------~
Y---x X
(B)-**5 coNT .T-
#4 SUPPORT BAR ~---~
® 4'-0" O .C..
X
5EE PLAN
Fi:EINFORCE FLOOR SLA6
1<'\1 4 x 4-1'1:2 .1 x 1'1:2.1 i"'ELDED
Y'llli:E FA6RIC (l"l.Y'l .F )-FU'"-NI5H
IN Fl..AT 5HEET5
FORM DEGK-SEE
6ENERAL NOTES-
TYP
·--·--·--·--·
4 "
EM6ED PLATE
11:2" X ~~· X q" YV
(4 )-11:2 ' d lo. x 5"
HEADED ANGHOR
ST1JDS 0 9 '-0" O .C .
"5 0 16 " O.G.
HORIZ 4 VERT
X X
+ SEE Pl..AN
S .O.c$<.-SEE TYP ICAL
DETAIL THIS SHEET
--,-... -,-._0-.. ------------------------------~
KURTZ 4
ASSOCIATES ,
INC.
50 12 COUNTY RD. 154
GLENV'IOOD SPR INGS ,
COLORADO
("110 ) "145-6:305
GLEN!A!OOD
C.OMHERC.I AL
CENTER
BUILD ING 4
SOUTH OF
GLENV'IOOD SPRINGS,
STATE HIGHV'IAY 82
GARFIELD CNTY, CO.
OV'INER:
PRINCE CREEK
CONSTRUe. T ION
"145-4545
DRAV'IN BY : J.K.
CHECKED BY: B .J.K.
SCALE: AS SHOV'IN
PROJECT NO : 05-"14.4
DATE,
CONSTRUCTION SET:
11/1 0 /06
Hougland & Asso
pl an has been revi ew e·Gf t>l>'' PI<.
SHEET TITLE•
GENERAL NOTES
' DETAILS
SHEET:
S=
DI"!L. 114 X
~.I'I.F.-SEE
D /SI -TYP
·-·-·-·-·-·-·-· E PLAN ·-·-·-·-·-· 9.1/.2' Sl..AB
Dl'll... ~ X 9.2"-
SPACe TO MATCH
NOTE : CM\J I'IAL.L. CONSTRUCTION o
SOUTH I'IAL.L. ReQUIReS 'SPECIAl.
INSPeCTION' FMM THe FO UNDATION
UP TO THe SeCOND FL.OOR 16''["~16 " • 1--------..
24 " o.c.. STEEL. .2 .11.2' JOIST 6EARIN<So
~"RETURN H6
DOU6L.E L. 9~" x 9~" x
L4" x 0 '-6.1/2 " V'l/ '!li " DIA.
(ASTM A925) 60L S
SHOP I'ICLD
(ALTERNATE
TO BOLTS}
CMU RCINF
TYPICAL 5RADE
l"'AU. RE I NF.
(2}-#S CONT. T i 6
114 .. 12 " o .c . ----
Dl'll... 114 x 92 " l£:6 "
1P 16 "0 .C .
+ SEE PL.AN
114 VERT. o 16" O .C .
•
+ ~--1 .1/4"
....-:311
~12 STEEL 6M -
I'J'I--1+-' ;.-1.1/ 4'
\ll)--j--C.ONT AC. T LAP
• •
ROUcSHeN C.OLD JT
TO 1/4" AMPLITUDE-iYP
~"C.LR MAX.) ~ 1¥.411
\ ~1 2 STEEL 6M-~COPE TOP FLAN<Se
TYPICAL JIIII2-TO-JIII I2 CONNECTION
9 "
~ 5UPPORT 6AR
1> 4'-0" O .C..-SEE
PLAN FOR ADDN 'L
• a
9-115 C.ONT.
5EE PLAN A
1.1/2" = I '-0"
RCINF . --~.-•• -1'--0-"-----------------------~
y
DI"!L. 114 X 92"-
SPACE TO HATCH
CM\J RC INF
DI"!L. 115 x
45 '1
Lc.!s~~
-5PAC.t: <11
f>" o.c..
•
8 " C.MU-PROVIDE HORIZ JOINT REINF 1> 16 "
O.C.. PER cSeNERAL NOTES-PROVIDE 60ND 6M
PeR D/SI PROVIDE: 114 VERT x FUI...I... HT. AS FOLLO~:
<11 C.ORNE:RS , 4 1> :Z'-0" O .C. MAX
(SPLICE VERT REINF PeR cSENCRAL NOTES)
EQUAL.-TYP
I CC)NC FLOOR
SEE <So/51
SEE PLAN
6 .1/.2 '
PROV IDE CONT.
'----'"""';:----'~----#1----t CL05URE BEm.
JOIST BR-5-
SEE EISI
X
OPEN~
STEEL.
JOIST
+ St;E PL.AN
JOISTS
INTER IOR 5HEAR I'IAL.L. VV 1/.2"
PL. Y~ x FUI...I... HT.-SEE
5HEATH IN6 NOTES 5HEET
5-4
CONT. 2><6 RCD~OD S ILL
PLATE VV !5/8" dl". >< S" 1--------.
EXPANSION ANCHOR o .24 " O .C.
OPENI-'IE6rl FL.OOR
JOIST
AT EA. JOIST PAIR
PROVIDE STEEL. EMBED PL
S/b11 >< en >< 10 11 ~
(4)-112" dl". >< 6 " HDAS
SEE PLAN'
X
D~ SEE H/S.2 1--t--~
( AL. TER.NA TE HOOI<)
x-x
• --x--x
+ SEE PL.AN
ROUcSHeN COI...D
JOINT TO 1/4"
AMPL ITUDe-TYP .
• ~-1~~~~~~~-~a
114 5UPPORT 6AR f--+---'
.. 4'-0 ' o.c..
9-115 CONT.
---~ .. ---1'--0-.. ------------~--------~~
----2xb STUDS o .24 " O.C .
D~ 114 x .24"jCI6 "
1> 16 ' o .c . (Al-TERNATE
HOOK)
PROVIDE
CONT . FORM
CL05URC BET~
JOISTS EA. S IDE
I'IAL.L
\_OPEN~
FL.OOR
JOIST
I'IAL.L RCINF.
..--..--'SEE H/S.2
I 5 .0 .5.-SEE TYP ICAl.
DETAIL SHEET S-1
+ SEE PLAN
)( X )(
FORMDeCK
SEE ARC.H ITEC T L ~"-""'
FOR EXTENDED
END RCGU IRCMENTS
OPEN I-'IE6
STEEL JOIST
--~FL~O~O~R_J~O~IS~T_-~TO~-B~M~C~O~NN~E~C~T~I~O~N------------~![3\
NOSCALe ~
~"RETURN H6
DOUBLE L 9~" x 9~" x
L4 ' x 0'-6" EA. SIDE VV
5HOP I'ICLD
(ALTERNATE
TO BOLTS)
2~" ~" dla (ASTM A925) 60L TS
~-~~~~~~~~~~ .. =======7
-9"
~~~"
~'C.LR HAX 1.... IL4" 1"-110-COPE
60T FLAN<SE
TYPICAL JIIIIO-TO-JIIII2 CONNECTION
1
11 = 1'-0 11
115 VERT o
1.2" o.c ... r-.. IFRAMIN5 NOT 5HO~
I"'"" 5 /5.2 FOR
/1J'olsT 6EARIN5 CENTER OF I '\
I I'IAL.L.
/ ~p · 'PI<T
F/SI
I
J,_ T.O . ~"tALL
115 HORIZ. 1>
12 " o .c. ... ~t---1 CENTER OF
I'IAL.L
PROVI DE (4)-115 CONT.~
TOP4 BOT, ~ ~
-=----~~~~~~~----+9
• \!) 'llj-::~,.---=::...j:::.=::=::f:=---......!.• +-----''~<-~ li:
JIIIALL ELEVAT ION : TYP ICAL B" THICK BRACE JIIIALL H
FT6 RCINF.
SEE H/S:2 ~
S.0 .5 .-5EE TYPICAL
DETAIL. 5HEET S-1
PERIMETER~· ~
DRAIN -~ '-----l--t--•!5 o lb" TOP t BOT
SEE ~ ---~:.:.:.:.:.:.:.:.:.-:.:.:.-:.:.:.:.:.:.:.:.:.:.:.:.:.-± ____ ----{®F
I" • 11-0 "
v SEE PLAN v io @ ?J --------6
I "= 1'-0"
TYP
T5 C.OL-SEE 1</52 --i
1--t FULL HEI<SHT
STIFFENeR
PLATE 1/4"
EA. S IDE
STL BM
C.AP PLATE 1/2" VV 2-1/2" dla
THREADED STUDS .
TYPICAL
TOP 4 60T.
U.N .O .
..:...TY..:...P~IC..:...A~L~TS~E~N=D_C~O=LU~M~N~--------4~
NOSCALe ~
l'-0"
2-115 X
~
2'-0" LAP
-------::...-::... ----::-._---------'-,-------,
---------~------1
2-115 )(
J 1'-0" l \ : ol---':-:-:7:---+, \ I
MIN \
\
\
l_j5TEP LOCATION ,IRE: PLAN
I
.
9
,---------
PROVIDE STABLE
SLOPE VV
UNDI5TUR.flED 501L l 1'-0' l 1'-0 " l
'I MIN 1 MIN 1
TYPICAL FTG . STEP DETA IL
TRANSVERSE REINFORCING NOT SHOJIIIN
NO SCALE
TOP RC INF .
BOT RC INF.
PROVIDE EXPANSION
JOINT EA. FACE OF
I'IAL.L.-SEE ARCHITECT
FOR. JOINT MATERIAl.
f>" CMU
I'IAL.L
TS 4><4 STEEL C.OL-
V'f<AP VV FIBEf'l. 5LA55
IN5ULATION TO ISOLATE
FROM CM\J
PLAN VIEJIII ® ----------1 K
1.1 /:2" = I '-0"
;;/8" ~lo THRU-60L T
• 2'-6 " o .c..
PACK-OUT TO BE C.ONT
50L.I D-S~ I"'IOD
~HeRE NOTED.
AI. TERNATE PACK-oUTS
SHOI"'N EAC.H SIDe OF
BEAM.
L__l ALI<SN ~OD 4 r---ED<SE OF FLAN<SE
-------4L
TYP JIIID PACK-OUT@ STL BMS C0
NO SCALE
KURTZ .$
ASSOCIATES,
INC .
5012 C.OUNTY RD. 154
6LENJIIIOOD SPR INGS,
C.OLOR.ADO
(~n o) "!45-e>9o5
GLENY'IOOD
COHHERCIAL
CENTER
BU ILDING 4
SOUTH OF
6LENV'lOOD SPR.IN6S ,
STATE HI6HJIIIAY 82
<SoAR.FIELD C.NTY, C.O.
OV'lNEK
PR.INC.E C.R.EEK
. C.ON5TR.UC.TION
"!45-4545
DR.AV'lN BY : J.K.
C.HEC.KED BY: B.J.K.
5C.ALE: A5 SHOV'lN
PR.OJEC.T NO : 05-"!4.4
DATE:
C.ON5TR.UC.TION SET :
11/10/0€>
Hougland & Asso
This an has been reviewe<rn~>
SHEET TITLE:
FRAHING ~
FOUNDATION
DETA ILS
SHEET:
S=2
T.S. COL
CONTINUOUS THRI.I ~ HALI<l'V.Y TO ROOF
3 " TO 3.1/2 ' ~V 5 ~" II "
CONC"'
TOPF'IN5 1 \. 1 I TYP H"
3" TO 3.1 /2 '
0
I
N
CONCr---..._ -----
11---__ T_O_PP_I N_IS.:..i_. ',.....211.. __ ____::::,__--'/.J..._---"1;--l
STEEL PLATE THRIJ COL L "'5<' I ~-~-~-~-~-~-~-~•-
~10
SEE C/541 ~!3i!~""""""'""'i'T'""""""'"""'"""'"T'I""'"""""""==""""'"'!"'~
lb<SA CLOSED R ISER I
STAIR lo'V 1.1 /2" THIC.K CONC _/ _
TREADS 4 TS IOx2x3/l b ( / \:E~;;;;;;;~~;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~, STRIN5ERS
1--
1 I I
+ 6xb Tl MEIER 6EAM lo'V J
KNIFE PLATE ~
4 6EARIN5 PLATE-
SEE 5 /56 '---1t~~=======~~~IO~===~
>--J '\ 1STEEL PLATE THRJ..I COL
lsEEC/54 ~ -------------16
111 = 11-0 11
CONG. ~L-L-----:;~ ·.
R!:INF. NOT r
8"
(NOt-fiNAL)
CMU
SHO~ • • <I "
. . . . .
1011 X en 5TAC:.K
/ 60ND C.MU (SEE ~ •; ~ , ·~ ~ / ARCHITECT)
~" ; • ·~ if / '' \ ;. · .. : \'lv-1 /'/'/7/7/'7/-r:i
8" " It;" C.MU ---r" "' ·" v A • .
\ ~·:· ·····~ ~ \ '-V · V -~
PESIISNATES \ \ V: I ': V Q ~ ~
414 P~ FROI-1 ~---<p.J.l \ \ ~ ~ , . :.· ~ " "
~t~-to~~ : II \:'-. '-. '-. '-. "-~ 1///; /}j ==:::::::l~~
~ + 414 ////1///////L//. ////////////
VERT x FULL , ·~ i · · / / . •. ~· V
'-'EI"'"HT .,..,., -' If. · ·• / / ; · · · · V n.., -,,r j :• .,T ··.· / .·." ...... / / ·., ..• :· ~~ ......... v: o-----v /'_;;;;-////// / ·~ .. ·~ -I-----.~:_.,._ .... _/,
FACE OF 10" >< It;" STACK
~ C.ONC HALL 60ND C.MU (SEE
OPIS 'i Y// //////~/--~~
PLAN YIEV'I E!ELO~ ARGHITEC.T)@B
1.1/.:2" ~ I '-0 "
FouNDATION PLAN NOTEs,
I. Goncret<o Foundat ion ~oils to be 10" thick unless noted other~lse (U.N.O )
.:2 . P lm en~lons thl& ~heet ore to Face o f concrete U.N.O.
;I, TF • top of concrete Footing .
4 . T~ • top of concrete ~oil.
5. SF • Step In top oP concrete Pootlng. See typical detoll J/S2.
6. Finish 'ii'rodes ore to provide 6t;" min imum r:.over For exterior Footings,
and 1.:2 min imum cleorance beneath beam~ and 18 " minimum cleorance
beneath Floor jol~t~.
1 . Footing~ ore to beor on undl~turbed noturol bear ing so li ~ or compocted
etructurol Fill.
e. @ de&lgnotee TS 4x4 "'hlch beor,. on the concrete Foundotlon "'"II
"'lth 6ose P late 6 /4 " x 1" >< 10" "'lth (4)-1/2" dlo . x 'Epox~ Anchors '.
See de toll K/S.:I For expon~lon join t In C.MU "'"II odjor:.ent to r:.olvmn.
"1. F.O.C. doslgnot"" Face OF Concrete .
10. K.O . d~>,.l gnote,. l<nor:.l<-ovt pon1>l be lo"' "'Indo"' open ing. Soo Archltoct
For odd ltlonol lnf ormotlon .
II. For Futuro .. to lr support po5t provldo .:2'-0 " x 4 '-"1 " x 10 " doep thickened
~lob . Re inforce ~/ (1)-114 >< (6 )-414 bottom.
FOUNDATION SC.HEPULE. LINE 'C.'
NO . T.O. GONG. ~L T .O . GONG. FTIS PET AIL
CD T~ • 100'-0" TF • "11 '-0'
@ T~ = "1"1 '-6" TF • "11'-0 ' C/52
@ T~ • 100'-0' TF = "11 '-0' 6 /52
@) T~ = 102'-0" 6 /S.:I
® m = IO I'-6" TF = qq •-o n C/S2
@ T~ = 102'-0" 6/52
(j) T~ = 104'-0" 6/52
@ T~ • 106'-6" TF = 101'-0"
® T~ = 104'-o" TF = 101'-0"
@ Tl"l = 106'-o" TF = 101'-0 "
C/S.:I
6/52
6/52
ROJ.!6H OPEN INIS (R .O.)
SC.HEPULE liP I NTEF<.I OR
C.ONC.R!:TE ~LS
T.O. GONG . T.O . C.ONG .
SILL HEAP @ T~ • 105'-6 " G/52 NO . TF = 106'-0"
@ Tl"l = 106'-o' TF = 105 '-0" 615.:2 102 '-0 11 10"1'-4 "
@> T~ = 108'-o" TF = 106 '-0" 6/S2 2 e T~ • 1o1 '-6 " TF = 105'-0 " C /S2 106'-0 "
(3} T~ • 108 '-0" TF • 105'-0 " 6/S:2 4 IO E>'-0" 11 5'-4"
@I m = 11o'-o" TF = 105'-0 " 6/S.:I 5
([J> T~ • 10"1'-6" TF = 101 '-0" C /S2
@ T~ • 110 '-0" Tr. 10 1'-011 6/S6 SEE PET AIL 6 /5 1 FOR ~LL
R!:INF . APJAC.ENT TO OP6.
OPP051TEfGVF"\
HAND\2!A2])
280'-o" ('1'-TO-'e>')
40'-011
KURTZ $
ASSOCIATES,
lNG.
~-----~-~-~-t--------~---------+---+---,l,;;;-;;~,;._/~--c 1 ~ +---~-~---t--~-~-~-~-t~---~---~ ~~-1 ~ t ~~~~~~G 4
~-----------t--~-~---------~-J ___ J__ ;~-o~~~~Trf\~~--r--~ I_ ---t.---~-~---.,-----------...,-~ -------(i1\-m---r----m1 _ ---t SOUTH OF
C 6 '-e>" C 6'-e>" l 1.561 I. !5 '-o ' 4 '-6' ~ t o '-~" 5~" l 2o'-o" l--si" \Sf>J 4'-b" 5 '-o" L ro'-5" :r ·5 cSLENHOOD SPRINcSS,
l' ,~ ,~ , ....__.. ,, , ..__.. ·; STATE HHY . 82
~:l '-4 ' ~ 15 ,_4 .: ~ 1.,._1 .. ~ '1 '-6 ' ~ ro-e~· 1 1 '1 '-6~" ~ 20'-si " ~~ t 'l '-'1~' ~ ,.._,. 1.. ro·-e~· I~ cSARFIELD C.OUNTY ,
-10 '-o" 1 ! 1 -10:,. 'I I ~:-o . :1 -10 :~.. 'I (I C-OLORADO
@
FOUNDAT ION PLAN
1/&"•1 '-o•
40'-0" 40 '-o '
PLAN
NORTH
E9
40 '-o" I
.
:1 r-
5
OHNER
PRINCE CREEK
CONSTRUe. TION
(~10) ~45-4545
DRAHN BY: M.C..E.K.
C.HEC.KED BY: B.J.K.
SC.ALE, AS SHOHN
PROJ. NO, 05-~4.4
DATE:
FOUNDAT ION
PLAN
SHEET:
S=3
-------------------------------------------------------------------------------------------------------------------------------------------------------
1
I..-TC>-JC>I5T )------.-r---\
-TYl" 9/16" V \ CONT.
II rf-----1 1.. 5 .1/2 X 9 .1/2 X 1/4
__.::.S=E:E::..c...P=L.>f-N'-'--1~
6 .1 /2 " SL.Ae-\ 11-.--.--. --. ____,~~~-'--MI"'§i!:E3!""""';;;53e::;;!:~~~
~~==~~~~~~~~~~~l~~~~IJsT~ 2 .112 " JOIST!-1 IL.U-::ze
BEAF!.INIS> _/ / X ·I 2xl0
STEEL. <~ ~~;;;;;;; """~~~ GONTINUOIJS 2xl0 LW5EF!. FC>RMDECK -=-=-=-=-=-=~ jim! . -~ ATTAc-H TO L 9 .1/2 x 9.1/2 i"V
_/
112 x 2 .1/:2' FLAT HE'AD TEKS/4
OPEN Y'IEB ll 12" O.C.. (MFF!.• ei.!ILDEX)-
ATTAGH TO PAGK-OIJT i"V
5TEEL J015T 114" dla. x 6 " Y'<OOD 5GF!.EY'I5
I ''• 1'-0 11
~10 i"V Y'<OOD
PAGK-OIJT PEF!. L/S2
s 16 ' o .c..-(s os 114 x e A5
MFF!.'W BY 51MF'50N STF!.C>NIS>
TIE,GO) ®
I I GC>NN . PLATE
I I L 9/8" " 6 " HI 5H X 1'-2"
I I GONTINUOUS THI<IJ WL
I I
F=============~l I ~============~ I Ill I"
(C\. r-+--1-11 1--; t l +
\S4J 11 t i l I ~ +it I I +
\==~=10=5=T=L=6=M===::II ~ --~ llt:::::===Y'!=I=O=S=T=L=6=M=/
T5GOL~I I GC>NTINUOIJS I I
THI<IJ THIS I I
LEVEL I I
1< ---------,.-@6
1.1/2'' • 1•-o ··
~ lt-TO-
V COL.
r--~~ ~1/
CONN IE.
~·~6 ' HI
/ Y'l/:2-~'dla
/ ASTM ~:251l0LT5
)
eEAM C.ONNEC.TION 5c.HEDULE
GONNECTION NO. DE5GF!.IPT IO N
CD SEE A/52
@ SEE E/52
0 BM POGKET· SEE I/S1
PLAN V IEJAI @) ------c
NO SCALE
GONC.EAL.ED JOIST H.s.R
C.JT-4-ATTACH TO
~D LED6EF!. i"V (8)-
1/4" d la. x 1.112 " ~D
5GF!.EY'I5 (505 l/4xi.I/::Z
(MFF<.•5 1MF'50N 5TF!.C>NIS>
5HEATHIN6 NOTES
I. Sh•e>thlngo ohc:lll C. Atn.rl~an Pl!ji'<OOc:l Aooo~latlon IAPN.
E><poo..,..• I, C-D pl!l"'ooc:lo or orl•nted ovono l>oc:rc:l (0.5.6)
o& fo l io~,
f=loon ................................ .2!!!/92 w thlc;.k., APA ro~d ~d-1-F t oor,
24 O .C., T I 6
Roolo .................................. .l5/!l2 " thl~k. APA rat~ onee>thlng,
::l::l/16 . Prc>VId• l"l!j'llpo mi'*""'J
~~••n r~ftere at unauppor"t:.d
·~··t .age •. Y'!CIIIo .................................... 1/16 " thloi<; APA "''-c:l ot>.atnlng .
::24/0, oil •<~goo• b l o~ud .
2. Shooatn ••t •rlor lao• ol all •x~lor Iran. ""II• l'llth APA
ahec:.l:h rns un l••• not.d oth•r~l~• en •trvc.t.ura l dr"Gh'tl~a . e. Do not b loGk. Ploc::;)f"" c:nd rooP eh.atntng •d9•• IA'II••• not.c:t
4 . Pl!j"''o.O l l oor on•athlng to be g l u~ and no ll•d to 1:1\e ll<>or
Jol•t• uelng adMerve• c:.onformlnt:3 to APA Specrrrc:.at /on AFcSo-o r
Gr'ld app lied In ac.cor~ it"t lth tnGlr'IVfactur'"er '• 1""-.ommendatJon...
Remov• d lr't ond l'lat.r lrom j o,.te. "'f'F'I ~ glue to Jolote and
c:.omplal:e a ll nal llng before g fiHI ••te .
!5. Floor and root
-atnlng lyvt. I : I ~~!lJ 11 1 11 1 ( ~~~.
6 . NAILIN6
'"""u:;e:::--r-:NA-:-:-::IL-:S---,---:NA-;:;;IL--;51"....-I>C-=IN6-:---r-.:;:=-:o"'MMEN='"TS""
(Deformed • n • _ 5heet
ohank) Support. E:dg••
F'loor t>d {.131" ~) 10 " 6"
Rool t>d (.lSI" ~~ I::Z" 4 "
Y'!CI II ed (.151' ~) 1:2' 4 '
I. Nai l dlamet.r o' .I!W I& •q.ulval•nt to &d GonYt'IOI"'
or l:lc:l OlnO.r nallo . ""-~hon l ~ll~ driV•n nallo
or •q,u.:2 1 or gr•.:.ter c:O~t.r ~IGI'I p•n.tre~t. tM
l'romlng m•_,.. at l•aot 1.3/4" m"'J be uaoc:l .
TIE CC>J)
@ SEE 5156
FRAMIN6 PLAN NOTES·
I. ' Opon ,..;, oteo l llo"" .Jo*t "" ,_, k.ml:><or jolot
(tho~lng joltt If""' dlr"'tlot\l.
:2 . ap.n Mb oteo l 11-joloto l:o bo 14f(b IWlleoo
ne>t.d c>ther,..loe (\J.N .OJ
4 . • dotlgnotet pott ...n1<.t1 "'f'P"r't6 ''"""9 thlo leveL
l"oot <:1'10 HDR :;vpp~ ~~ •.
@ TS 4•4•1/4 (SH detail 115:2 t K/52)
@ T5 t>x6x9/16 c:.e>ntlnvove thr"ov9h
::Znd floor to roor
@ TS SxSKI/4 betl'leon t>n 'o
@ T5 t>x6x9/e> c:.ontlnuoue throu9h
2nd I lear tc real
5. ( XX'-X") c:IH<pMo lop ol oteo l boon.
6. Extoncled end <:1'10 outrigger doo lgnatlont cro Vulcrart c:leolgnatlono.
1 . f f doo"J'<<tee ~•t-In p""-• """"•te ~all ovpp~lng
lrc•mln9 at thle level.
&. fmaiiiZi. c:le619""te• &" G<>nGt•t<o Matll!Y1j lkl lt (GH.I) ~all
o"P!""''Ing lr""lng at IIIII levol .
q, i= = :4 dotf9'l<M• t;• GH.I bond bm ovpportlng rranlng at
thta l•vel.
10. i= ; = ; :;f c:letlq'<ltot ~ ttud ~II oupp<>rt at
thlo level.
11 pHp de•lgnotA• ""1"-""'<n anchor '"""''""t...-..a b1J SW1¥'•on strong-
,. Co. {SH dotall E/56). Holik>:>-.no.., thll p iCI'I -t otudt
bo<rtng at thiO lev•l 1:o IN I OI.I'Idatlon ~a l l o .
1:2. D:l c:leo19""teo do\.t>lo .2x6 otud. Atto.:h atuo ad~ont l:o C.M.J ~all
l:o C.M.J Y\1 5~6" dla. " 2!1/4" l lat hoad Tqxon ocr•~• • &" O.G .
{MFR.• e1~ ln.2Jotrl .... I,.J
IS. 6x t"'-beaN l:o be Dooglao..f~ No.I or better .
14. {""'-•") c:leolgnat.e 1:op o1 oteol boon.
()
.,,
-I
I
. r <jl N 2 \:::+----~+--'1<--"-----~---
2eo·-o ~
::i!O '-o"
I
.,..,, ~· .,..,, .....
®
SECOND FLOOR FRAM IN 6 PLAN
L 20 '-0 ' 20'-Q" L 2o ·-o ·
i
I
20 '-0 "
j
!!l
6LENll'lOOD
COMMERC IAL
CENTER
8UILDIN6 4
SOUTH OF
GLENV'IOOD SPR INGS,
STATE HV'I-r'. 1:>2
GARF IELD C-OUNT'!",
C-OLORADO
OV'INER:
PRI NC.E C. REEK
C-ONSTRUC-T ION
("110) "145-4545
DRAV'IN 6'1": M.C..E.K.
C.HEC.KED 6'1": 6.J.K.
SC.ALE: AS 5HOV'IN
PROJ. NO: 05-"'14.4
~.-----------1
DATE:
4
14K6 •I
3 '-Q" O.C.f\
I
II 1/ il I I
I I
~"
14Kb •ll s·-o ·_:;.c .l -
'I 'I r 1 "I r "I 1 r 1
40'-0" ~ 40'-o · 1.-40'..0" 1..
® 4 ~ ~
E9 SECOND FLOOR FRAMIN6 PLAN
1/tJ••r '-o" NOTE,
F!.EL.AT IYE TO fXTEF<.IOF<. STAIF<.S 4 ~~y;;,
6xl:2 TIMBER efAt-1& DEShS.NA T'f:D '(W' OGC.UR
e> INTEF<.MEDIATE 5TAIF<. L.ANDINIS>.
6xl.::2~ DE51cS<NATED '(~' OCCUF< s ~~y
LEVEL (SEE H/56 4 1/58)
-
-------+
~
-------+
GONCRETE FOR SECOND FLOOF!. SLAB
TO OBTAIN ::ze DAY COMPF!.ESSIVE
STREN6TH !!500 PSI, MINIMUM
C.ONSTRI.JC.TION SET:
11/10/0b
SHEET TITLE:
5EC.OND FLOOR
FRAMING PLAN
SHEET:
S=4
~~~v
"""-CHITeG~
16d TOENA IL
a&" O.G.
2 •-ou
:/. '_:. ..
•• • . l .
,\. '· . ,·
J •..
&"CHJI"'(..trr.U_~ •
GONT. :!xe l't:)OO
PLATE iFOIW"'TION
~~)
ifV I~" diG . )( b "\c.2"
~ eol.T·5f'l'oee
i'tiTHIN l:l" OF ll!JIL.DI~
~. ~·-o· o.c.
M....XIHJM
e ~ HEEL. HT .
... TTI'oCH ~-TRU5S
!:.'.. END I'V HI'
H.IPVOIC ... NI!! Tie
eoND~I'V
(:I.) "'4 GONT.
NORTH !"\ALL· TYPIC-AL TRU55 BEARIN6 of. TYPIC-AL BOND BEAM
S/4 " c 1'-011
HOLD-DOI"'N
see-A/55
REDY'!OOD SILL
PLATE-SEE A/55
T .O . R . . o e •-4 11
A60VE :2ND fLOOF.
(SEE AF.CHITECT
TRUSS
....--,BEAF.I N~ -
SEE B/58
CONT I NIJOU5 60ND BM ii'V
(:2)-"4HOF.IZ .· PF.OVIDE
CLOSED 60TTOM 60ND
BM'e A60VE Qf"c;'S
-----------1 B SOUTH 1"\ALL: ROOF BOND BEAM ®
8/4" • 1·-o ··
FWOF FAAMIN5 PLAN NOTES
I . Dee19natee r"fter or premQnuFQo::tured
roof trues, eho.-.ln g epan dlreetlon.
::2 . Minimum header "lze to be 2-:2x6 at ::2x4 etud
.-.aile, and S-::2x6 at ::2x6 etud .-.ai le.
9 . Support headere eao.h end .-.lth 2 etude (I Jao.k +
I king) minimum.
4 . JL;;----; .Jo ist han9"r or be"m to beam eonnectlon.
Truss to truu· o::onneo::tlons to be !lpeclfled
by trussmanuPco::turiJr.
5 . 1-f ==*~ l"'ood &tud .-.a ll bello.-. thle leve l oP PrQmlng.
,_ Exterior .-.a il e to b• :2x6 etuc::le o 16 " O.C ..
b. pmmt.
1. t===t
H6F.
NO.
I
2
deelgnatee e" thlek Concrete MQeonr~ Unit
(CMU/ .-.all be la.-. thle leve l ol frcmlng .
deelgnatee e • thlo.k, relnForeed, CMU bonc::l
beam header.
..J5T ~F. SC.HEDULE
DESC.F.IPT ION
LSSl.-210
LS-'10
9 HUSC.-:210-2 (Sect-cut (:2 )-2xl2)
4 HUSC.-210-2
e. • Des19nates he ader 10upport or po!lt
.-.hlch !lupports ~ramln9 this leve l.
Minimum poet slzee : :2-:2><4 and ::2-::2><6
at 2x4 and ::2x6 stud .-.aile reepeetlvel~.
Poat and Header Support 5Ghedvle
@ T5 6x6x6/16 .-.!Cap Plate per 6 /Se.
@ e-:2x6 (I Jack + :2 Kln9e!
@ T5 t>xt>xe/e
'I . 6 .L. = <S lue-laminated timber. See Structural
6eneral Notes for A ITC dee19nat1ons .
10. LYL = Lam lnatiJd VIJneer Lumber . See 5trvo::tvral
.Seneral Note& lor allo.-.able stresses. LYL'e to
be 1.3 /4" thlo::k unless noted other.-.le e .
II. O .F . des19natee over-Framing, eee detail E/51 . At
Contrao::tor 'e option over-Pramln9 materia l m"~
bel eupplled by the pre-mQnu~aetured roof truu
manuFacturer.
1::2 . 5<>e sh.,et s-e Par roof truss profiles.
·-·-·-·-·-·-·-··----··-----j-;-;-·;--·T ·-·-·-·-·-·------------------~--,
I --r.---.-·---------------·-------i.--==-=-=-=-~----.--.. -~H-~-'~-~~H ___ T ________ _
A
18 '-1"
ROOF FRAMING PLAN
'! ., ~~
HMATC.H I \<:.C. J LINE ... ,_
---+.-1 ··-;·;-----------,-------------------.-----.--.--,---r.l -,---------· ~------------------·-----------,--.--·-ir---,------;------------------
PLAN
NOR1li
EB
:::r;==c::l::::: r;a;zza ----=*::f.z~;zj:
:2'-0"}t L-a:2·-o · :lq'-1*" ~·-.... i:\ ·r
I ·: ·: -~ ~
I I I I I I I
---.--,--;,--,-,--;--;--
1
f--------·--,----------------··-·-i-··-t+-,! -r
~:zl:~:::::_:=ztr= ::::_: ::=jFz22!::-::::_:_:_I zzfzzf:<rh;:j::::*: =fZZ'lM:: ::::::::zzzjzz'2:::::::::1iZZZZzzr:.~::: f :lZI =zr:::::t::jzz<izzf:::::::~:rzzzz<Z?J: :::::::::rzz;z::za:~*:::::JZZZ<=::::~:::*::t' '4"'*:t::t::~::rzfz===:;f=======~?:l~-· ---
:d i~"
---
r -
-
FRAHINCS. PLAN
PL,O,N
NORTH
E8
A
-~,
~ . ,\• ..•• dJi:.:: ·" •. '
KURTZ $
ASSOCIATES,·
INC.
5012 C-OUNTY RD . 154
6LENI"\OOD SPRIN6S,
C-OLORADO
('110) "145-6905
GLEN~OOD
GOMMERGIAL
GENTER
BU ILDING 4
SOUTH OF
6LENI"\OOD 5PRIN65,
STATE HI"\Y . 82
6ARFIELD C-OUNTY ,
C-OLORADO
01"\NER :
PRI NC.E C. REEK
C.ON5TRUC.T ION
('110) '145-4545
DRAI"\N BY: M.C..EK.
C.HEC.KED BY: B .JK.
5C.ALE: A5 5HOI"\N
PROJ. NO : 05-'14.4
DATE:
C.ON5TRUC.TION SET:
11/10/06
SHEET T ITLE :
ROOF
FRAMIN6 PLAN
SHEET:
S=5
"""'
!:>" C.MU-5EE F /52 FOR VERT.
REINF. 4 HORIZ. JOINT REINF
SEE D/51 FOR 60ND 6M~
PViL 114 x ;l2 "-,F:$=~ EGUAI..-TYI"
5PAc.E TO MATC.H r--
CMU RE INF
114 CONT. ~~~~~~~~~~~~~~t~~ SI...Ae Cl-OSURE• L---]i
CMU F Ac.E SHEI...L. I'H":tt't" 4 .1 /2' DffP JO IST 61<6
• C.MJ YW..l. ON!.'(
DViL-::':'.!'~f---+'1'1 "-~~~\~--#4,-J PROVIDE CONT .
C.I...OSURE BETY'I .
JOISTS
OPEN ~B
STEEL. JOIST
T--tJ:;_, __ _j b " CMU w •4 VERT
• 2 '-0 ' o .c.
CONT. 60ND 6M w (2)-114 r--~
DViL 114 X 52"-
5PAC.E TO MATO.ft--+.;o.
C.MU REINF .
DViL '*5 >< Se>"
• 12" o .c..
liS. 24" o .c.. -+----'
SEE PL.AN
.ri 115 • 12 " o .c.
4 1 HORIZ
~-+---~ "5 C> If>' O .C .
VERT.
·-· $SEE PL.AN
-9-~-,.-.-~-·--o-.------------------~~
4Xb POST
,_, '1"1 (
W ACE> POST
CAP-TO-RIDcSE -~ -e;;;r ~ 6M EA. SIDE
\
"-...
~.=>.
1/2" PL. Yii'ID 4 SIL.L.
PL.ATE-eEE cS/S2
e>d • f>' o.c..
2x4 BL.K '<S W 'llb4 "
dlc:l. I"Oii'IDER DRIVEN
NAIL. C> e • O.C..
2xl0
2~"...;-"-
STEEL. EMBED Pl-ATE-
SEE E/SI
DViL-eEE
E/51
C.ONTINUOUS 2xfl REDI'lOOD
L.ED6ER w 5/fl" dlc:l. X S"
SL.EEVE TYf'E EXPANSION
ANc.HOR C> 12 ' O.C.. (RAril.-
601.. T 6Y THE RAJI'IL. PL.UcS
PROVIDE
C.ONT . FO~
C.L.OSURE 6Em
JOISTS
~.l''i.F .-SEE E/51
FO~ DEC.K-SEE
.SENERAL. NOTE:5-
TYI"
SEE PI...AN
5EE f>/5'2 l H/5'2 FOR RE INF l
ADOHI.. IHFORMA TIOH OPEN ~6
FLOOR
JOIST
C.O . OR EGUAI...) ® -----------B
I"= 1'-0"
HD
HOLD-DOI'IN ANCHOR
(Hp) All MI'RP BY
SI~N C.O . -SEE
l"l.AN FOR LOCATION.
BOI...T TO 6UII...T_....,
POST (;1-::Zx6 MIN)
PElt MANI..P~~'S
lti!C.OM!1!NDATION9
HOL..E DIA.
INSTALl.. ADHESIVE ANCHORS PER Al...l...
MAHUF~llJitEit'l> ftEC.OMMENDAT IONS . ®
-~--------j E
SC.AI..E• S/4' • I '-0"
IA34 FRAMINcS b"
KN IFE PL.ATE:
1/4" X b " X 4 .1/2'
HI.SH W 1/2" dla
COUNTER SUNK
THRU-601-T l s1riE
EA.
1 cAP PL.A re
1/2 " PL. Yii'ID 4 SIU-
I"L.A TE:-SEE 6/54 .J.---1 2xc s Tl.!DS
• 24" o .c.
ea o c " o.c .
2x4 fli...K 'cS W "1/64"
d la . POII'IDER DRIVEN
NAIL. G e • O .C.. EA. SIDE
SEE PL.AN'
C.ONT INUOU5v I..EDcSER-
SEE 6/56
•
reds c" O .C.
SEE E/5 1
FOR RE INF
t ADDN'L.
INFORMATION
--S-/4-" -=-1'--0-.. -----------1@)
I" DRYPACK ISROUT
•
EXTERIOR
SURFAC.E
II:>" dla
..
C.ONC. 1--+1 I
PILASTER 'I------
~ ~
II II
II I ott-----tJo
II II
I I
I I
L_ __)
6A5e PL. ATE
6/4 ' >< 12" X 1::2" w (4)-511:>' dlc:l
ANc.HOR 601... T5 OR
EXPANSION ANc.HORS
•
-~ 11::2 HORIZ
TIE C> 1::2 "
o .c..
f>-114 )(
::24 "le" DVil-'5
________ • ____ 2 '-_o· ____ 1 __ ~®F
I'' • 1'-0''
f / c., l/o4.U X 6 11 X ~ eEE II
c"
56-TYP
TS COL.UMN . -"S.!: IAT ROOF
..!_ / r-.-6><12 , .. ~ + ......_
0
T
T.O . ..-"'"'' A. i-t
or~~ I > >
h bxl2 ::-"' ~ ~YW-~Y VIAUC· BEYOND
'v . ~•v•-
!1'11~ / __;:r ,.
/ I~TS 10 )( 2 )( 3 /l b-i-v " STRINcSER TYI" OF 4 BRAC.IN<S
SEE J/SC---......
TYI" --......
""'-CONe r-........__
. ...---SI...A6.
T .O . CONC ..l. L.ANDIN<S
T
IX ~---------jl bxl2 ;. lX ......... 1 ..
rtf\ \ '· ........__ J~ PI...ATE
........__ \§§) 1\
15E:E cS/SC-TYP
""" jJ PL.ATE
""" I5EE J/SC TYI"
/ "' T5 6x6 COL. ..---;::; CONT. TO
ROOF /
/ !F\'TYF' .
/ I/ \§§) /
F IEI...D + ~
VERIFY
10 '-0"
,<': b 0 9/e 11 • 1'-0 ''
CAP PI...ATE
1/2'' )( 6'' )( 6 11
TS C.OL.UMN
---f\\
1.1/:2 " = 1'-0 " '\J
5 .1 /2' SLAB
2• PER 5'--o• SLOPE 1/
6/
SH
4 ' PL. Yii'ID
EATHIN.S
1--• x-
;>
t\
2xe0
YW-~Y
JOIST
JST He.R
L.US-21:>
~x-
( .
~
:2•& LED6Eit
(2!-S/&' dlcl rv
xs·~
EXPAHSI
lYPE ~
ON ANc.HOI<5
• 16' o.c..
~
~
I, FOR Y'IAI...L. '
~INTERIOR FL.OOR
SEE A/51
X X X X X --------------·(~:~:_:
·;.~·
'; . ... .,
·~·
. .": .{ .. ;
····~. ·-:/ .. ~: .. •' ·.
X
-
X-6RACE
FI..ATE 1/16'
3 '
-5-.. -.-~·--o·-· -----------------@
x-
---
•
-'-
7'
+ SEE PLAN
(SEC.OND
FL.OOR)
S " TO 6 .112" CONC. TOPPIN<S
a /4 " PL. Yii'ID SHEA THIN6
1RAIL.IN.S.
NOT 5HOffi-
SEE ARCHITECT
PROVIDE
C.ONT INUOU51--;o.l
If> .SA\SE BENT L.. ....... ~~~~"""'""'"~Ej
PI...ATE (Cl-OSURE
AN<SL.E) I ~"
bxl2
TIMBERI~IL~
BM
2xe
JeT He.R
L.U5-2e>
---~ .. -.-~·-o-.. -------------------~ ---~ .. ---~·~--.. -----------------~
PROVIDE HOR IZONTAL.
flRIDcSINcS PER STEEl..
JO IST IN5TIT1JTE
REGUIREMENTS
l. I ,1/2 x 1.1/2 X 6/lc G>
EA. RO~ OF 6RIP.SINIS
1.1/2 " DEC.K
BEARIN<S
C.ONTINUOUS
1.. 9.1/2 x 3.1/2 " 3/lc
--~ .. -=-1'~-------------------------------------@
I
I
I
TS COI...UMN-I
I
6EARINIS PL.ATE
1/2" )( 4 .1/2" )( 4.1/2 "
1
I
I
I
bxl2 TIMBER
'---....J et-1 (AS 5HOHN.l
OR cxe
SEAT-CUT bx
BM TO 6EAR-
DO NOT OVER-CUT
10 ' C> 6x l 2 '&-
6 " • cxe '&
--~.-~~-.-•• --l '--0-.. -----------------------------------~
RE INF EXTERIOR
~~'(·
L.AND IN5 SI..AeS
1RAII..IN.S.
NOT 5HOY'IN-
SEE ARCHITECT
r9" TO 3 .1/2 " CONC TOPPIN.S.
I I 3/4" Pl.. Yii'ID SHEA THINe!'>
~~----~~-----1
W 4x4 -~.1><~.1 r----.._
~.Y'lF. (PROVIDE
IN FI..A T SHEETSI-
TYI"IC.AL.
C.ONTINUOU5 ~
CL.OSURE ANcSI..E
2xe BL.K'cS 11•---------f----leET~ JOISTS
SEEM/56
C.ONTINUOI.I5
2xe RIM W
lbd TOE-NAIL. ., e· o .c.. •
(2 )-16d ENP-
NAIL.S-TO-EA.
JOIST
CL~I
2xc l'lOOD PL.A TE
-ATTACH TO ~10
W 2 RO~ "1/64 " dla
POII'IDER PRIVEN
FASTENERS G IE>' 0 ."-Hougland & A•S&99i~.s-<:'-
(STAIScSEFI) This plan has been review
~10 STEEl.. 6M
PLATf 1/4' " =:2'-'--'>"k-
T5 IOx2
xa/16 STRIN.SER
FIN ISH .SRADE L
eEE ARCHITECT I _ '\o.
.r------7'
liS C.ONT. T t 6 ----..-
114 VERT. 11 16 " O .C.. --+-_.
#4 s 12 " O .C.. ----
DViL 114 x ::26 " I re"
• lb' o .c..
TS e>x::2x9/16
PAINT PORTION
OF STEEL. THAT
IS BEL.O~ .SRADE
W 2 C.OAT5
ASPHAL. T IC MASTIC
I' DRY'PACK
eRe. PL.ATE
1/::2" x e· x e "
W (2)•1/2" dlc:l. X 4.9/4 '
SLEEVE TYf'E
EXPANSION ANCHORS
db---1-C.ONT AC. T LAP
ROUISoHEN C.OLD JT
,.----1 TO 1/4 " AMPL.ITUDE-TYP
2-115 CONT.
1'-4 "
__ 3=~4-:-~-~-~-.. IO_R_S_T_A_IR ____________ ~
KURTZ ~
ASSOCIATES,
INC.
5012 C.OUNTY RD . 154
GLENV'lOOD SPF<.INGS,
C.OLORADO
(<:!10) c:t45-f>B05
6LEN~OOD
GOHHERG I AL
GENTER
BUILD ING 4
SOUTH OF
GLENY'iOOD SPF<.INGS,
STATE H IGHV'l.AY e::;,
GARFIELD C.NTY , C.O .
OV'lNEF<.,
PF<.INC.E GF<.EEK
C.ONSTR.UC. TION
<:!45-4545
DF<.AV'lN 6"(, J.K.
C.HEC.KED 6"(, 6.J.K.
SCALE• AS SHOV'lN
PROJECT NO: 05-<:!4.4
DATE ,
C.ONSTF<.UC.TION SET,
11/1 0 /06
SHEET TITLE:
DETA ILS
SHEET•
S=6
~
/
fl" C.MU-SEE; L
D/SI FOR REINF .I .....
16 11 ""-.. " ""' !\ • lb' o .c..
SL.AB CL.OSURE•I
CMU PAC.E SHEL.L.
C.ONT . BOND 61-1 W
/--EQUAL
VERT. DI"'L. 114 x ,¥...----e2"-SPAC.E TO
1-!AT~ MI.. REINP
2 .1/2" DECK I!IEAI'tiN6-
r ATTAc.H DECK li'V Gi/b4"
dl". POY«:>f:R DRIVEN
NAIL.S o 12' O.C..
CONT . 2x6 REDI"'IOD
PL.ATE TOP t BOT-OF
SL.AB
'f:D6E' NAI L.S
2xb Bl.K 'G ef:Tii'l
l.OOK-OUT5 li'V lt>d
TOE-NAIL.S 0 &" O .C .
..r----ea o 4 " o .c..
~ (2)-114 HORIZONTAL.
(STA66ER SPL.ICES) -x-x-x-)(-x-x-\ -------
\
I 'SEE f= (SEC.OND FLOOR)
f-x-
--6~" eL.AB
1/:2" dl<>. THRU-1--111--;
BOL. T o 24" O .C . ADDN 'l. SL.AB RE INF •
$t.4 x 2'-e" 0 I~'' O .G.
2xb LOOK-OUT 0 c___/
2'-0" o.c.
AB4 $RACE
TO TRUSS)
•El X
G e" o h-.c.
• 5'
N
I---_
6ROUT
~ SOL.ID ABOVE
-OP6 '5 z :r
..
·. ~~·
-~---'
------r-
I
I ! ~ 7' 11 4" Of'f:N I'IE6
_.../\ I BAR JOIST
\ PROVIDE; HORIZONTAL. ........ 6RID61N6 PER STEf:L.
JOIST INSTI'TlJTE
REGUIREMENTS
TYP
C.ONTINUOUS
BOND 61-1 li'V
C.l.OSED BOT.
ABOVE OP6~
li'V (2 )-115
6/lb"V w2" TOP 4 BOT -~,:· ,(:
--,. ;\: ~-
,I.
:Y. ,:;
T.O . Of'cSo . . .. \ ·.
HORIZ.
SEe: ARCH ITEC.T ,...
NOTE• CMU Ml..L. CONSTRUc.TION o
SOUTH li'lAL.l. REGU IRES '5PEC IAL.
INSPECTION ' FROt-1 THE FOUNDATION
STEEL. Pl.ATE 6/lb" x ~" x fl"
li'V (2)-114' X 1.1/4" Hf:X HEAD
TAPC.ON' MA50NRY SCREl"!S
!MFR• EL.C.O INDU5TRifS, INC.)-
HORIZ. 5A.• 5 .1/2 '
I UP TO THE SECOND FLOOR ®
----------------~A
I" = 1'-0u
'EDGE' NAIL.S
AS4 FF'lMG
AN(!l.LE
'ED6E' NA IL.5 ------------..__
NA IL. TOP CHORD
OF TRUS5 W 16d
• 12" o .c..
NAIL. BOTTOM
CHORD OF
6ABLE
END
TRUSS
2x4 BLK'6 o
EA. BRAC.E
WAS4
EA.J::ND
~---ed • 4 " o.c.
A~4(BRACE
TO TRUSS)
NAIL 6RACE TO
6L.K'6 !<'II 5-16d
2xfo !<'liND 6RACE
o 6'-0" O.C. FIT
TIISHT TO TRUSS
EA. END
TRUS5 THRU ,_....__
5HEATHIN5 TO
'-----.::._ ___ ...:.__ ___ TRUSS
EA. 5TUD W
(2Ht>d ATTACH eA. 6RACE TO
TRU5S • TOP PL.ATE W
A64
'-..,
INTERIOR SHEA~ MJ..L.,
2><b 5TUD5 o 24 " O.C. W 1/2"
5TRUCTURAL. 5HEATHIN6
ADDN'L ll5 >< 6 '-0"
'
-------------------------------r--------------------------
I I I I I I I I I I I
I I I I I I I I I I I
I I I I I I I I I I I
I I I I I I I I I I I
I I I I I I I I I I I 1 ~-----~----f ----~-----r----~---r~-----~----f----~-----~---I I I I I I I I I I I
I I I I I I I I I I I
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I I I I I I I I
I I I I I I I I
~-----~----·----+ +----~ ----t----+------
I I I I I I I 1
I I I I I I I I
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-----~----!----~-~----~----~----~-----:_::.; I I I I I I I
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ASSOCIATES,
lNG .
l
5012 C-OUNTY RD. 154
GoLENV'IOOD SPR INGoS ,
C-OLORADO
(<=!10) <=!45-6905
GLEN~OOD
GOMMERGIAL
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BUILDING 4
SOUTH OF
GoLENV'IOOD SPRINGS,
STATE HIGoHV'IAY e.2
GoARr i ELD C-NTY, C-0 .
OV'INER:
PR INC-E CREEK
C-ONSTRLJC-TION
<=!45-4545
DRAV'IN ey, J .K.
C-H EC-KED ey, B . ..J .K .
SC-ALE: AS SHOVliN
PROJEC-T NO : 05-<=!4.4
DATE:
C-ONSTRUC-TION SET:
11/10/0b
SHEET TITLE:
DETA ILS
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---9/_e_"•--l'--o-.----------------------------------~
KURTZ 4
ASSOC IATES,
INC.
50 12 COUNTY RD. 154
<::>LEN~OOD SPRINE>S ,
COLORADO
(Cf10) Cf45-6905
GLENJAIOOD
COIVIIVIERC I AL
CENTER
I
BU ILDING 4
SOUTH OF
E>LEN~OOD SPRINE>S,
STATE H~Y . t:>2
&ARFIELD COUNTY ,
COLORADO
O~NER:
PRINCE CREEK
CONSTRUCT ION
(Cf10) Cf45-4545
DRA~N BY: M .C .E.K.
CHECKED BY: B .J.K.
SCALE: AS SHO~N
PROJ. NO : 05-'14.4
DATE:
CONSTRUCTION SET:
11/10/06
SHEET TITLE :
ROOF 4 TRUSS
DETAILS
5HEET:
S=8