HomeMy WebLinkAboutApplication- PermitGarfield County
Building & Planning Department
108 8th Street Suite 401
Glenwood Springs, CO 81601-
Phone: (970)945-8212 Fax: (970)384-3470
Project Address
3925 CR 154 RD
GLENWOOD SPRINGS, CO
Owner Information
Eastbank, LLC c/o MacGregor
Contractor(s)
GZO Roofing
Proposed Construction I Details
Parcel No.
218535300061
Address
co
Phone
(970)920-7697
New roof on a 1600 sf warehouse roof
FEES DUE FEES PAID
Fee Amount lnv Total
.OennitNo.<ROOF-2""11-1903
Per11lit Type:ReRootina Permit
Wo.rk Classification: N11w
Pef1Tlii·Stallls: .. Active
Issue Date: 2/8/2011 Expires: 08/07/2011
Subdivision Section Township Range
Phone Cell
970-925-9046
Primary Contractor Required Inspections:
Yes Fo''"'P"Uon• "'"' 1 {888)868-5306
Inspection IVR
Valuation: $0.00
Total Sq Feet: 0 See Permit Record
Paytype Amt Paid Amt Due
Re-Roofing Permit Fee
Total:
$100.00
$100.00
lnv # ROOF-2-11-20813
$ 100.00 Check# 5278
Tuesday, February 8, 2011
$100.00
$0.00 Building Department
Copy
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Feb. 7. 2011 4:24PM
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GARFIELD COUNTY BUILDING PERMtT APPUCATION
108 8'h Street, Suite 401, Glenwood Springs, Co ll1601
Phone: 970-945-8212/ Fax: 970 -384 -3470 I Inspection Line: 888-86S-5306
www.garnetd-cQ\tn\v.com
Parcel No: (Olia"infonnation is available a t the ~r$SO" office 970-945-9134)
Height:
aNew o Alteration o Addition
Garage:
Driveway Perm II:
o Attached o Derached oiSDS
Septic:
Owners valualion of Wor k: $ -NO'fiCE
-RECEIVED
FEB 08 2011
AltPh;
All Ph:
AltPh:
No. ofPloors:
c Comm un i
~· Thi! app ll ca lion lbr a Bu ilding P•onir tnllil ba tiP"d by ihe Owner of t~~ property, dc1cnlled abo\'C, or an surhori>:od ase.u . lttha sif9•11Ur6 below it nQt thet of tho Owner, a aepanne
letter of authority, alanod by •b• o,vner, muot bo ptovidtcl..,ith thll AppH~·~on. u .. l Aceua. A Bulldlns l>tnn lt ~fllllO I be i11ued wi thou t proof otlegaland adt(\UIIo attest to lhb property for PlllJXlSOJ of in•pc cti on.! by the Building Depar1m ent.
O!!aar l'trmilt, Multiple ttpanto p•rmil• moy be req~ircd : (I) Slate Eleclriea l Pernul, (2) Counry ISDS Pe nnir, (3) i.nolh•r permit required for liSt on tl1oproperty idenlilled ab ove, o.g. Sr~l~ or
County Hlaltway/ltoad Aeees• or • S•eto Wucewator Dirch u~ Penni I.
Veld Perm!L A Building Permi t beoomu null and void if1he work ~m uoriud If not oom•nented within 180 day a of! he date ofi~suanco 3•1d if work is '"spendecl or ebondoned for n period of 180
(laye •ittr oo1mn•ncoment.
CEil.tlJ:'lCA TION
I hereby ccn lty rh ar l havo read this Applic&tiool ~~~~~ ll~a1 ih& inronn P!ion eoncaincct nbove ir tn1e and correct. I undc.-e.tand rha1rh& l!uildina Oepanmonl •<x~PIS th o Ap pl ication, nlong will\ the pla.u
and &peelllcations and other data anbn1ined by me or on IYIY blohaiC(suluuiu Als), b"od upon lli,Y cc rti!ioation u to accura cy.
Anum in~ oo1npletene11 ofihe rubmin alr and app10vol oflhio Applic~tion, aBuilding Pen'lli1 \v iii be inuod Q'l't nli nl! penniuion to mo. aa Owner, lo eonsll'llc t the srrucru •c(t) and llldli1iet detei"d on
the tUblllitti ll n•lelvtd by 1h6 lluitdini!Otpartmont.
In oonsi dcration ofdlo iuuaneo oflh& llua dingl'trtnit, I agree thltiJnd Ill)' egents will comply with pro via ions of any kd&r.tl , ;ca t& or local law "'l!uloting the work and lhe Garfie ld County Buildil1g
Codo, JSDS re4Julatlona 11nd applicable land uie resulationt (Collllry ltegulation(s)), I "lr.nowledaetbtl tlto Bu ildiJis Permit may be s..spended or rovoktd, uporl rlOiic& llom the Cot ~nty, if the looftlion,
co~strucllon or 111e of tho 11ruen1re(a) aud racility(ie•). dc1clibed above, aro 1101 irl t lunpll anco with County R.oSI'lation(s) or any olher applicable law.
I 1\breby anut penlliu ion 10 lh• · uildin(! Deportment to enter the prop erty, derctib ed above, 10 impcet 1bo wo rk. l lt.nher ec'know ledl!o that the imllliiCe of tho Building Penn it does not prtrvMIIh&
Dui ld inc Olllcial frO on: (I) •riA& til e eonullllll oCenon; in lbo •ubminals. ir All)', discovered after iml.lncc: or (2) sroppinQ comln•t lion or use oft~• struci\Jrt(a) or ficility(iea) if 1uch is in violation
of County Regulalio11(1) o y other applicablo law.
Rcviow ofthil Apprca · , ino 1d~ rubmitt ala, and ill3pcelion • ofrhc ~Votk by rha l!nildln& Dtpanmenl do I'Ot cons titule an acceptance orrc epo nsibiliry otliabilicy by tb& County oCorTOro, omiuiont
or di<crepandu w r, lockllowledae that mponoibility for compliance wirh fedaal, &tal b and loco ! law& arid County Realll•tiona ro atwilh me aud m,)' authorized age nt&, including wi1hom
· 'on l•i ~ ' er, M&illee r rU'rdlor bui tdtr,
C GE THAT AD ANO UNDERS TAND Tim NOl'lCE & RTI I CATION ABOVI!:
Spech1l Condltlotu:
Adjusted Valuation: Phm Chc cl< Feo:
STAFF USE ONLY
Permit Fee: Manu home F~c: --Mi 9tFees: -
ISPS Fee: To tal Fees: Fees Pnld: BalllneeDuo: ~ & hsne PRte: JSDS No & Iss u ed Date:
lO\J --\QD3
Setbacks: OCCGroup; ConstTypc: Zoning:
\Jro L
BLDG DEPT: PLNGDEPT;
~]f -
APPROVAL DATE DATE
2011-02-07 17:07 Page 1
02/08/2011 10:09 9709251152 DUNRENE GROUP OF C5
710 EClst Durant Aven(Jf;! W-6
A:::;pf!n Colorado 8161·1 USA
www.dunrer'le c o m
Tel 9 7 0 9 2 5 9 0 4 6
Attention: Julie, Garfield County Building Dept.
Fax No: 970 384 3470
Eastbank Roadhouse maintenance at: 3925 Cgunty Road 154. Glenwood S~
PAGE 01
GZO Roofing has our permission to pull a permit to demo and replace the roof at the above structure.
Please do not hesitate to contact us if you have further questions.
,./}
Si~ce~ely
/ !
REAl ESTATE INVF!STMENTS
Account
Account: R045825
Parcel Number 2185-353-00-061
Situs Address 003925 154 COUNTY
RD
003925 OLD HIGHWAY 82
City Glenwood Springs
Glenwood Springs
ZipCode 81601
81601
Tax Area 006 -I G-MF -006
Legal Summary Section: 35 Township:
6 Range: 89 Sl/2 PARCEL 2 OF THE
EASTBANK LOT SPLIT REC# 770436
Sale Price
Tax History
Tax Year
2010
Taxes
$4,345.68
Page 1 of 1
Ass_essment_His_tru=y
Owner Name EASTBANK LLC
Owner Address 710 E DURANT AVE
STEW6
Actual (2010) $400,630
Primary Taxable $75,350
Tax Area: 006 Mill Levy: 57.6730
Type Actual Assessed Acres Units
Improvement $343,270 $58,720 3.000
ASPEN, CO 81611
Sale Date
06/29/2009
06/29/2009
o9a212oo9
06/29/2QQ2
Images
• Photo
• GIS
Land $57,360 $16,630 75.799
Doc Type
MEM
EAS
QCD
SA
Book Page
https://act.garfie1d-county.com/assessor/taxweb/account.jsp?accountNurn=R045825 2/8/2011
David Bartholomew
From:
Sent:
To:
Subject:
Dear David ,
bruce. bearcreek@comcast. net
Monday, April 11, 2011 5:24 PM
David Bartholomew
3925 County Road 154, Glen wood Springs
Thanks for meeting with me today. The valuation for the improvements to the subject structure,
excluding the roof replacement and electrical upgrades, is $22,755.
I will let you know when the electrical in spectio n is completed and finaled.
Bruce Upto n
Bear Creek Construction
320 Roaring Fork Ct.
Basalt, CO 81621
Ce ll : 970-948-5716
AJ.t, /uhf.~/ /~/All"~
\)A-lu~ tt 221 7.)5".-
pe;-v«t~ fe~ 363. z5
fZPJ1-~AP {t e_ Z 3ft,. I l
-p:/T/r& we ; sqq ¥ p /:;
1
Rakowski-Millard
Structural Design, LLC
580 M ain St., Suite 310
Carbondale, CO 81623
Phone/Fax (970) 963-9643
March 22, 2 011
Mr. Bmce Upton
Bear Creek Construction
PO Box 2324
Basalt, Colorado 81621
RE:
3925"
Eastbank Roadhouse
County Road 154
Garfield County, Colorado
Subject: Site Observation on March 22,2011
Dear Bruce:
These 5-f~u..ch-U'tr[ 'RepA-tr piArts
vuust-be-OVt >tk firr t Y11f~h071-~ .
.:e r ltPPL-t c:.A-~t.g:._
.. e lec.-httt.-A-1 ~tt tV\ ltflflfl11.t I t 5
~u,red. k ~e. tH--~pec..hOIA
• e/. eubtt w l A u ;f1 111 fl !ltN"' l J2-tyut~
~ co;t:tvz.t-"l t!lt>rev/unll .
At your request, I conducted a site observation at the above mentioned project. The purpose of this site
observation was to view the completed structural improvements as specified in our letter and details dated
March 9, 2011.
All stmctural improve ments specified in our March 9, 2011 letter and details appeared to be completed
and appeared to have been constmcted in general compliance with our speci fication.
The above report is based on limited s ite review and there is no claim , either stated o r implied , that a ll
conditions were observed. This letter does not address any portions of the structure other than those areas
mentioned. No physical testing was performed.
If you have any questions regarding this report , or if we can be of further service, please contact us.
Sincerely,
Steve Millard
Project Engineer
Rakowski-Millard Structural Design, LLC
f<a:>F ·2 --11-1'1 o 3
Eastbank Roadhouse
APPROVED
SUWEcr TO NOTED
EXCEPTIONS & INSPEmONS
GARFIELD COUNTY
B~DEPAR~NT Date By~
LDCO~Po;.«:Y~-
NO INSPECTION WITHOUT
Tlf!SE PLANS ON SITE
page of
OFFICE
Rakowski-Millard Structural Design, LLC
580 Main St., Suite 310
Carbondale, CO 81623
Phone/Fax (970) 963-9643
March 9, 2011
Mr. Bruce Upton
Bear Creek Construction
PO Box 2324
Basalt, Colorado 81621
RE: Eastbank Roadhouse
3'1-:2.5 County Road 154
Garfield County, Colorado
Dear Bruce:
--s-q-2.01 /
At your request, Alvin Rakowski and I met you at the above mentioned project and conducted a site
observation on March 1, 2011. Also onsite were the owner, Robert MacGregor, and framing
subcontractors , John and Derek of Columbia Builders. The purpose of this site observation was to view
and discuss structural items pertaining to comments from the Garfield County Building inspector on the
existing roof rafters, connection of rafter and rafter plate to the CMU wall, and new wood lintels
supporting CMU.
General :
There were no plans available at the time of our
review . Dimensions used were obtained in the field.
The roof rafters span in a north/south direction for a
distance of 20'-0" and bear on a wood plate a bove an
exi sting 8" CMU wall. The length of the building is
about 60'.
Roof Rafters:
The existing rafters are full 2"x8" locally milled
Engelmann Spruce. The members are not continuous
across the 19' span, but are lapped about 12' near the
center of the span and nailed with roughly two nails
at about 24"on center.
The ex isting lapped full 2"x8" roof rafters do not
meet current I.B .C . requirements . The roof shall be
supported by additional LVL members as follows:
1. 1 -11 W ' LV L centered between exi sting rafters .
or
Hang the LVL's from the blocking and rafter plate
w/Simpson HU II at each end.
2. 2-9 W' LVL centered between existing rafters.
Hang the LVL's from the blocking and rafter plate
w/Simpson U410 at each end.
Eastba nk R oadhou se
For both options above:
a) Add or repl ace blocking and rafter plate as needed to achieve a mountin g s urface that is flu sh to the
CMU waJI. Fasten new blocking to existing rafters w/ 3 -16d toe-nails min . All blocking shall bear
uniformly on rafter plate and top of CMU wall.
b) Seat cut LVL a t hanger
c) Toe screw the new LVL rafters to the J "x8 " roof sheathing and %'' pi ywood sheathing above w I l -# 10
deck screw a t 24" o.c.
d) Provide 2x8 vertical blocking a t Y3 points at all joists.
Connec tion of Rafters and Rafter Plate to CMU Wall:
The existing connection of the 2"x8" rafters to the rafter plate appears to be toe nails thru the rafters a nd
blocking between rafters into the rafter plate. The rafter plate is connected to the CMU wall with nails
fastened vertically thru the rafter plate into the vertical mortar joint of the top course of CMU's.
The exi sting connectio n probably has in sufficient resistance to counteract u plift from design wind loads.
Fasten 1 -MSTAM36@ 48" on center into the face of the 2x block between rafters and the rafter plate w/
4 -lOdx I W' min and into the CMU wall w/6-Titan !4''0 x1 !4 " (model #TTN25114H).
Wood Lintel at 10' Opening:
Supporting masonry with wood is s pecifically not
allowed per Building Code Require ments and
Specifications for Masonry Structures section 5.9.3.
The builder shall provide temporary support of the
CMU above the wood lintel. The wood lintel shall be
removed and a W8x24 wide flange lintel installed pe r
detail A /R l (attached).
Man Door:
Remove the wood lintel at the man d oor and fill the
void with a CMU section . Grout solid . Install steel
angle lintel per detail B/R 1.
Window Lintel s:
No lintels we re observed at three low window openings in the south wall. We also observed the absence
of a bond beam a bove the window openings.
Install a steel angle lintel at each of th e window openings per detail B/R 1.
Scope of Site Observation:
The above report is based on limited site review and there is no claim , either state d or implied, tha t a ll
conditions were o bserved. This le tter does not address any portions of the stru c ture other than those areas
mentioned. No physical testing was performed.
If y ou have any questions regarding this report , or if we can be of further service, please contact u s.
Sincerely,
Steve Millard
Project Engineer
Rakowski-Millard Structural Design, LL C
Eas tbank Roadhouse
Reviewed b y :
Ernest Kollar, P.E.
Ko ll ar Engineers, Inc.
-
1 /4" GAP MIN
NO MORTAR
5"
A 3/8"0 GR 5 EPOXY ANCHOR
@ 1/3 SPAN POINTS AL T
SIDES (2 TOTAL)
ABOVE STL BM
W8 X 24
W8 X 24 f,. ~.-._ .... _.. I' I
.:/ "'~ I '-1 /2" GROUT
• -·· l:r;< I'--2 -#4 FULL HT, f·~ ~~{> ~~o~; Bs~~~:r~~~
(E) 8" CMU WALL
(2) 3/8"0 GR 5
EPOXY ANCHOR
1 3/8"
TYP
.1? ~\_
(E) 8" CMU WALL SECTION A
Steel WiG1e Fla11ge Li11tel Beari11g @ CMLI Wall A
11/2" = 1'-0"
MIN 4" OF SOLID
MASONRY BRG ON EA
SIDE OF EA OPNG
A
4'-0" MAX
OPNG
(E) 8" CMU WALL
(E) 8" CMU WALL
EPOXY GROUT
L4x4x1/4
CUT SLOT INTO
MORTAR JOINT
SECTION A
Steel A11gle Li11tel Bea1~i11g @ CMLI Wall
., 1/2" = 1'-0"
Rakowski-Millard
STRUCTURAL DESIGN, LLC
580 Main Street, Suite 310
Carbondale,Colorado 81623
PHONE/ FAX (970) 963-9643
Eastbank Roadhouse
County Road 154
Garfield County, Colorado
Own by:
AJ.R.
Chkd by:
S.E.M.
Job#:
EBRH
B
Date:
03-09-11
SHEET
R1
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