HomeMy WebLinkAboutPlan set 2PCC
Date: 1/13/09
Prince Creek
Construction, Inc.
2520 S. Grand Ave., Suite 210
Glenwood Springs, CO 81601
970-945-4545
970-945-4848 Fax
To: Garfield County Building Dept
Please amend the pennit for Bldg Four, Glenwood Commercial Project, 2550 Hwy 82, permit# 10444 to
include the attached structural plans for the east retaining wall.
Also, as per Matt Provost's request, please amend the permit for Building Three, Glenwood Commerci a l
Project, 2550 Hwy 82, permit# 10301 to indicate that none of the optional stairs indicated on the plans,
that connect level one with level two , were built as part of our core and shell construction.
Thank you,
Dan Becker
project manager
Prince Creek Construction
230-0263 APPROVED
SUBJECT TO NOTED
EXCEmONS & INSPECTIONS
GARFIELD COUNT\'
BUILDING DEPARTMENT
o.te.!LJA.M_ By W?
li1ELDCOPY
NO INSPECTION WITHOUT
THESE PLANS ON SITI
page of
,.
•
e>ENEAAI.. &Tm::ruAAI.. NOTE&
<!>ENEAAI.. REG!J IREMENT&
I. Deolgn lo booed on th e 2003 edition o f the lntematlonal
E>l ll d ln g C.Ode (I BV ).
:2 , De!lcn Lll/e Loods1 -o. &e lomlo... ............................... Zone I
b. Vil nd ........................................ ~0 MPH Saole , 3 oeeond guot
9 . All dlm ens lono , e levation• ond d<Oto ll o an otruetura l daeumento
oha ll be v.,..lfled agalnot the aroh ltee turo l doeumento prior to
eonotruetlan or lobriGotlon .
4 . The controet etructurol document• and opec lf leatlono represent
th e <""f'let..d otructure . T!1e cantractor oha ll provide oi l
meosureo neceOOOrlj to protect th<O otructure ond •O.Iot lng
adjacent otructureo and utllltleo.
5. c-oordinate o il open ings thro ugh llooro, ~o l i o and roolo ~l th
Mechon lco l and EleotriGol C.Ontraotors. Not l l~ Eng in eer ol an~
OP"'Ingo to be eut In otruoturo l oyo temo .
FOUNDATIONS
I. Foundation Deo lgn lo booed an So lis Report *10 1·115 by Hep~arti\
Po~l ok e>eateehn loa l, lne., dated Mareh 90, 2001. Maximum deo lgn
oo ll bearing capoc lt~, 1900 PSF .
The c-o ntractor oha lf rev l e~ th e &o li o Report ond fo li o~ a ll
recammendatlono th erein, Inc lud ing, but not limited to excavation,
olte eond ltlono , drolnage, backfill ond compaction, olob-on-grode
eanotruct lon, drolnage ~otemo, ond olte lnopec tlan r""tulremento.
2 . All lootlngo ore to beor on undis t urbed natura l bearing materiGl lo
or eompocted otructura l 1111. C.Ompoct lve effort lor otructural
Fill oho ll be In accardan«> l'tlth the &o li o Engneer 'o
recammendal lono. Bearing oa ll o (na tura l and campoet..d) ohal l be
Inspected and approved by th e &o li o Eng ineer priGlr to p lacement
al faatlngo.
9 . Avo id exceso lve ~ettlng or drljlng of th<O excavation, k<Oep lng the
excovot lon reooanob ly free a l ~'tater dur ing p la cement of '"""""'to lor laatngs.
4 . Foundol lon ><O lio ~l th backfi ll an only one ><a ll lace oha ll have
a ll S<!pportlng framing systemo or temporary brac ing In p lace
prior to p lac ing backfill (unl eos noted oti\er,.loe on plan).
WNCRETE AND RE INF ORG IN<!o STEEL
I. A ll concrete ohall attain spoo PSI eompresoM• otrength ><lth ln
21!> d~ except ao loii OI"IO •
Concreto l or exterior l lal><ork ond garage llooro ehal l otlal1
3,500 PSI campreso lve strength ~lthln 21!> do~•·
2. U.e Type I-l l Port land c-ement (A&TM C.l50) ><lti\ 4-!>~
o lr entro lrment . C.Oncreto aggregate to be narmol ""lghl (otone ).
:>. Perform o il oaot-ln-ploce cancret.. l'tork In accordance l'tlth
'Specificat ion• lor Struc wral C.Oncrete l or E>l ll d lngo ,' Ac-1 90Hl4,
un leoo noted other><lo o. Pravldo hot or cold ""ather proteotlon
per Ac.l 305 or 90!>.
4 . Re inforc ing ot .. el ohall conform to ASTM 116 15,
t4 ond oma ller ..... \Srade 40; t5 and larger ..... \Srode !>0
5. Horlzonl<l l r e lnfore lng otoe l ohal l be .,..,a., eont lrwuo by lopp ing
baro a minimum of :l:l boro dlometoro at all opl leeo and providi ng
earner baro . Fabr leatlon and lnol<lllat lon of ro lnforelng otoe l ohall
conform to Ac-1 9 15.
6 . Pra vl do aeceooor loo n&eooarlj to proper!~ Wf'F'Ott ro lnlarelng
at the poo ltlono oho..., on the dacumento.
1. Co lclum ch lorldo or adm lxturoo conto lnl1g """" than 0 .05~
ch lorid e lono or thl oc~anateo ore not porm~tod .
6 . Do not p loeo p lpoo , c:fucto or chaooo 11 otructural concroto l'<ltnout
pr ior approval of the 5truct.lral Englnoer.
• -IN
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PLAN V IEV>I : VERT ICA L CONSTRUCT ION JO INT
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HORIZ X
1:2 " HORIZ r--
HOOK I
12" o.c .-
TCRNA TC HOOK
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@ <1:. ~"<ALL
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4" o l". PeRFORATeD
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5URROUND
PROVIDE C.ONT I N~OU 5
MEMBRANE (ADHERE[----'
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DOI"'EL
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NOTE, 'STABBING'
STR.IJC ~RAL DOI"<EL5
15 NOT RECOMMENDED
PROVIDE 1.1/:2 " dl".
HE:EP HOLE
d!> 9'-0 " o.c..
DOV<EL AT
CO NTRA CTORS OPTIO N•
YiHE RE STRJJCTl.IRAL
DOV<EL IS NOT IN
CONTAc-T Y"l i TH VERT VIALL
REINF, PROV IDE #4
x 16 ' L e• G> 4e>" o.c..
f<OI.\S,HEN TO ;~--U~.=.:±:::::=;=~ 1/4 ' AMPLITUDE
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TYP ICAL CONCRETE FOUNDAT ION DTL A
DRILL 5 /4" dl"· HOLe5,
C.LEAN HOLe5 4 A TT AC.H
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TYPICAL FTG. STEP DETA IL
TRANSVERSE RE INFORC IN<S NOT SHOV'lN ® -------B
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9'-4 "
b"
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~SEE PLAN
#5 HORI Z X
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HOOK
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AL TERNA TE HOOK
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--=~=~~....: .. Ao...==~-=~=-.. V'l~A=L=L=-®"'---'1 .:...;/S"-'1'------------®
+ T .O . BRAC.E i"'ALL
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#5 X 92 " "7l l0 " -------i1'tl OUTS IDE
CORNER
VERT RE INF
NOT 5 HO~N
PLAN V IEV'l: TYP V'lALL RE INF
SC.ALE• S /4 " = 1'-0 "
PROV IDE;
S ILI CON
SEALANT
APPL.Y BOND
BREAKER TO
VERT ICAL
51.1RFAC.E
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DO NOT EXTeND
HORIZONTAL REI NF
THRU JO INT
PLAN V IEV'{, VERT ICAL CONT ROL JO INT
#5 !il 12 "h_
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EA.FACE _
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TRAN5VER5E
TOP
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CONTINUOUS
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5HEAR LUG-r--:
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FOR eXTeNT ;; ,._..-.
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RE INF-If"' 1
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KURTZ ~
ASSOC IATES,
l NG.
50 12 COUNTY RD. 154
GLENY'IOOD SPRINGS,
COLORADO
("110 ) "!45-6505
C?LENY"lOOD
C.OHHERG I AL
GENTER: SITE
RETAININC? Y"lALL
@ BU ILDINC? NO.4
SOUTH OF
GLENY'IOOD SPR INGS,
STATE HI<SoH)I'I{AY 82 ,
GoARFIELD C.OUNTY,
COLORADO
OY'INER
PRINCE CREEK
CONSTRUe TION
"!45-4545
DRAY'IN ElY : J.L .G.
CHECKED ElY: El.J.K.
SCALE : AS SHOI"lN
PROJEC.T NO.• 05-'14 .8
DATE :
CONSTRUCT IO N SET:
IVBJECT TO NCYI'ED
D:CIP'I10NS4INSI'ZC110I'IJ
GARmLD COVN'n'
BUILDJNG DEPARTMENT
Date lfl1kil By /fr
nELDCOP
:NOJNsncrJON WITHOUT
'I'IIUI: PI.ANS ON SITE
Jlll&e of
SHEET T ITLE :
GENERAL NOTES
4 FOUNDATION
DETAILS
SHEET:
S=
FOUNDATION PLAN NOTES.
I, Concrete foundation Y<al le to be 10" th ick
un less noted othe r Y<Ise !U .N.O .)
2. D imens ions th is sheet are to face or concrete U.N.O .
3 . TF = top or concrete r oot ing.
4 . TV'! = top or concrete Y<all.
S. SF = Step In top or concrete rooting. See typ ica l detai l 6/S I.
b . F ini sh grades are to prov ide 3b " min imum cover lor
exterior foot ings.
l. Foot ings are to bear on und isturbed natura l bearing soil s or
c:.o mpact ed struc tu ra l r ill.
b. FC:. = finish grade
"l . Verily Finished grade and top of "ai ls Y<lth C ivil Engineer.
10 . 5 77 /?2 777/ ' "5 desl.gnate:> continuous shear lu.g .
II. SV'! desl.gnates Srac:.e V'!CI II. See Schedu le this sheet.
12. C-NT JT = Contro l Jo int In reta ining wa ll. See detail 5 /S I.
13. F or optiona l Construc:.tlon Jo int deta il In retaining ""II see
detail D /S I. C-onstruction Joint locations to be approved by
Struc:.tura l Eng ineer. C-onstruction joints are In add it ion to
C-ontro l Jo ints.
14 . C-onstruction Jo ints In continuous rootrngs shal l be loc.ated
no c loser than 4 '-0" from 'SF' locations. Extend a ll
horizonta l re lnf ::2 '-0" minimum through c:.onstr uctlon joints ~
provide contact laps .
15 . [XXXX.x'] = top or concrete brace Y<a ll.
10. fN()()\/f daslgna tas dry sta<;k masonry reta in ing .... al l. I
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(EX ISTING) ..
5<1 2 1.16'
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11 '-8"
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UPP ER LEVEL
5'136.0'
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5'12 1.0 '
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F O UNDAT ION PLAN: SITE RETAIN ING ~ALL
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2<1 '-10" DRIVE LANE
F IN ISH
--.__" GRADE:
5'420.0 '
18'-0 " '4 '-0"
·.
..
30 '-0 " BLDG NO. 3
(NOT TO SCALE)
KURTZ $
ASSOG IATES,
lNG .
5012 COUNTY RD. 154
GLENHOOD SPR INGS ,
COLORADO
(<110) <145-6905
GLENV'IOOD
COMMERCIAL
GENTER: SITE
RETA INING V'IALL
@ BU ILDING NO. 4
SOUTH OF
GLENHOOD SPRINGS,
STATE HIGHV'!AY 82,
GARF IELD COUNTY,
COLORADO
OHNER:
PRINCE CREEK
CONSTRUe T ION
'145-4545
DRAY'lN BY: J.L .G .
CHECKED BY: B.J.K.
SCALE : AS SHOII'IN
PRO J ECT NO.: 05-<14.8
DATE:
CONSTRUe T ION SET :
12/16 /08
SHEET T ITLE:
FOUNDATION
PLAN
SHEET:
S=2
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DOY'INHILI.. FAGE• ......___,lfl' "'-f------+--j NE CESSAR"T' SPI..ICE Y'IHERE NECESSARY ' "tf
SPI..IGE C1> BRAGE if'IAI..I..S MID-Y'IAY BETY'I BRAC.E if'IALLS
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TYPICAL SPLICE DETAIL:
j CONTINUOUS TOP REINF,
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SFLIC.E MID-if'IAY
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Y'IHERE NECESSARY
SPLICE @ BRACE Y'IALLS
RETA IN ING V'lALLS 11'1/ INTERMITTANT BRACE V'lALLS
KURTZ .$
ASSOC IATES ,
IN C.
50 12 C-OUNTY RD. 154
cSLEN~OOD SPR INcSS,
C-OLORADO
("110 ) "145-6905
GLENV'IOOD
COMMERC IAL
GENTER: SITE
RETA INING V'IALL
@ BU ILDING NO. 4
SOUTH OF
cSLEN~OOD SPR INcSS,
STATE HlcSH~AY B2 ,
cSARF I ELD C-OUNTY,
C-OLORADO
O~NER:
PRINC-E C-REEK
C-ONSTRUe. TION
"145-4545
DRAII'IN BY: J.L .cS .
C-HEC-KED BY: B.J.K .
SC-ALE: AS SHOII'IN
PROJEC-T NO.: 05-<14.B
DATE:
C-ONSTRUC-TION SET:
12 /1 6 /0B
SHEET T I TLE:
DETA ILS
SHEET:
S=3