HomeMy WebLinkAboutDRB040564. ,-11 0l:1lpn FrorT0fi 0F yAlt @nililllY 0lVEt0nEill tr0lIet$?
Design Renieuv Board
ACTION FORJTI
Oryrunent of Otrrrruntty OevUopnr*
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C/O I.AT,RAJ GIRISTMAN
{10 17TH ST 22f{D FL
DETTT/ER
co 80202
lJcense:
APruCANT KATIEAGRON
1175 05AGE 5r, *20'2
DEITI/ER, @
8021839{4
Lfccn$:
10/2sl2004 Phonel
$fZSnAM Phone: 303.282-10(8
Protcd Addrccr: 39+{ BIG}bRN RD VAIL Locldon:
39't4 EIGHOR'{ RD, 711,
L€Sal Dcscdpdon: loB ily Elodc $tbdMtton: I.ANOIqARC Tot n#tOMS pH I
Perrcl llumben 210111104013
Commenta: Ecc oonduons
l-t$ P.00i/00{ F-t32
DRB llumlrcr: DRB0{156.|
Encloce smntl floor decK addftion of 2 clormers wittr shed-styh rooB, addldon of 420 sguare
fcctGRFA.
BOARD/STAFFACIION
lrlodon By: Rogcns
SecDtd By: Hanlon
Voftr: $O{
Condldonc:
Acdon: APPROVED
Date of Approvah IAOU2Oo4i
Cond:8
(FLAN): No dunges b these plans may be rnade wlthor* the wrltHr onsent ol Tonvn of
\,all sbfr and/or the apprcpriaE r€iliew @trtntth{s).
Cond:0
(FtLqil): DRB appwal does not consutnE a pcrmit for bulHing. Please onsult with
Tovrn of Vail Building pasonnel pdo'r b onstrucion acdvtttes.
Cond: 201
DRB appEMal shall not beome valid for 20 da)4s follov'ring the datE of app|uval.
@rd: &2
Appro\al d thb pmject shall hpse and becorne wH one (1) year fullowing the daE
of final apprwal untesr a bulldlng permh is issr.red and onstruciion is ommenced
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* o ont purued byard csnpteoon.
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Joint Property Orvners' Writteu Approval Letter
We, Bruce and Laura Falkenberg, as the owners of the eastem side of a duplex property located
^t
3944 Big Horn Rd., provide this letter as written approval of the October 15, 2004 version of
the attached plans dated July.26th, 2004, which witt Ue submitted to the Town of Vail
Community Development Department, for the improvements proposed to be completed on the
western half of the duplex located at the address noted above. Our approval of the proposed
changes is based upon our understanding that all exterior materials and colors, except for the
proposed stone deck, will be matched to the existing exterior of the duplex. The change to
existing exterior material necessary for the stone deck is acceptable to us.
We fuither understand that minor modifications may be made to the plans over the course of the
review process to ensure compliance with the Town's applicable codes and regulations.
A & D Asbestos Testing and Consulting
John R. Peterman
Asbestos Testing, project Design, and Consulting
INTRODUCTION:
on February lst, 2005, an inspection/survey was conducted and l0
bulk samples were collected from the:
Residential Unit
3944Bighorn Road
West Unit
Vail. CO.
The purpose of the inspection/survey was to locate and sample
suspected asbestos containing materials that might be present in thi unit that
is planned for renovation.
The inspection was made, and the samples were collected by John R.
Peterman, an A.H.E.R.A. and State of colorado certified Asbestos
Inspector. Great care was taken during the inspection and sampling to be as
accurate as possible. It should be noted that minimal damage was done to
the existing building structures during the inspection so there is no
documentation for unseen conditions or stored items.
All samples were analyzed by DCM science Lab in wheatridge, co.
This laboratory is deemed "Proficient" in the E.p.A.euality Assurance (eA)
program for the determination of asbestos in bulk materials, and is
accredited by the American Hygiene Association (AHA).
SAMPLING PROTOCOL:
A random sampling scheme was used to sample the suspect materials that
were discovered. If during any future demolition or renovation work,
suspect material is discovered that hasn't been sampled and would be
disturbed, work should be halted until the material has been tested.
A & D Asbestos Testing and Consulting
John R. Peterman
AsbestosTesting, project Design, and Consulting
Residential Unit
3944Bighom Road
West Unit
Vail, CO.
UNIT DESCRIPTION:
3944Bighom Road is a duplex structure. This report covers the inside of
the west unit only. The west unit is a three story unit that is planned forrenovation. The interior walls are covered with sheetrock, with a heavy
texture on the main floor. The second and third floors are sheetrock that is
taped and painted. The ceilings are sheetrock, like the walls, in the
corresponding floors. The floors are finished wood, carpet, and ceramictiles. The heating is provided by a hot water heating ryri"-, and a fireplace.
No suspect materials were visible on the heating syrterrr.
CONCLUSIONS AND RECOMMENDATIONS:
Laboratory analysis of the bulk samples indicate that no Asbestos was
detected in any of the bulk samples.
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t" Science Laboratory,Inc. O
12421 W.49th Avenue, Unit #6
Wheat Ridge, CO 80039
DCit project No.: ADAT 173
Ctlont Job No.: 3944 B|GHORN ROAD
Bulk Sample Anatysis
BULK SAMPLE ANALYSIS PROCEDURES:
John Silv€man, Analyst
Ron Schott
Laboratory Direc'tor
DGM Scielce Laboratory, Inc. anallzes bulk asbestos:amples following procedures developed by theMcCrone Research Institute a.nd in,compliance with guidelines establish"el uy ine environmenta FrotectionAgency (EPA€00/R-93/1 16, July, 1993).
Bulk samples are prepared for analysis using a 10X-80X stereo microscope in a hepa filter hood which providesa contamination-free environment. The sample is then.analyzed by polariled light microscopv fFffraiatidoxWhen the sample consisqof.Tofg than one layer, each layer is prLiareo ano Snargeo s"pi'raiery 'pioer anamatrix materials are identified by the characterization of opiicat piopbrties including color and pleothrorism,form' cleavage, relief, birefringence, extinction, orientation, twin;ind, interrerenie i9il;;;ih;;;l.ti-nJrbningf93tur99. Dispersion straining is also used to further aid in minerat identification. Atipercentage, oi;#;i;r,other fibers and non-ftbrous constituents are calculated from the values obtainld from the stireo and pLM
m.icroscopes analysis. In-house and NIST standards as well as a chart prepareo Uy n.O. ferry ano C.V.Chifinger for "The Journal o-f Sedimentary Petrology", (Votume 24, pp. zis-iit,7s5sy provioe a luioe torestimating percentages. All samples are archived ior six months unless other arrangements are made by theclient.
AGGREDITATION:
DpM.S-Lis accrgdi!9! by th-g n[[ (1ince 1986). our laboratory number is 101526. DcMSL is accredited byNVLAP (since April 1, 1989). DCMSL complies with NVLAP a;d AIHA requirements untess othenivise noted
ENDORSEMENT:
The results of this analysis must not be used by the client to claim endorsement by NVLAp or any agency of theU.S. Government.
This test reportrelatesonly to the items tested. This repoft may not be reproduced except in full, without thewritten approval of the laboratory. The analysis was performed'by :
NV[Ap"
NVLAP Lab Code 1O1?SA-O
Deprtnent of Comm un ity Development
Building hfety and Insp&tion *ruices
75guth F,onbgeR@d
Vail, Colondo 81657
9704n-2138
FAX 9704n-2452
www.vailgtov.@m
BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS:
TO: Contractor/Aoplicant
Beck Building Company
Chuck Coe
FAX #: 949.4335
NUMBER OF PAGES:
FROM:
DATE:
BUITDING PERMIT #:
OWNERS NAME:
SITE ADDRESS:
OCCUPANCY GROUP:
TYPE OF CONSTRUCTION:
NUMBER OF STORIES:
BUILDING AREA:
Architect
Shop Architects
proj# none
303.534.1718
3
Structural Enginee[
DCF Consulting
proj# none
303.741.2887
Chris Gunion, Building Plans Examiner
03110/2005
805-0023
Christman/Rothacker
3944 Bighorn Road
R-3
V-B
3
424 s.f . addition
The documents submitted for this project have been reviewed for compliance with the The 2003
International Building Code, 2003International Residential Code, 2003International Mechanical
Code, 2003 International Plumbing Code and 2002 National Electrical Code as modified and adopted
by the Town of Vail.
The following @mmenE will need to be addrcsd prior b issuane of a building pemrit:
For processing:o Please submit two complete sets of revised construction documents containino the reouested
information with all plan revision items clouded or otherwise identified.
o Please respond in writing to each comment bv markino the attached list or creating a response
letter. Indicate which plan sheet. detail. soecification. or calculation shows the requested
information. Please send revisions to the attention of the plans examiner with the building
oermit apolication number noted.
o Please be sure to include on the resubmittal the engineer's or architect's "wet" stamp, signature.
registration number and date on the cover page of any structural calculations, all structural
details and structural sheets of the plans. For commercial or multi-familv oroiects all sheets of
the olans must be stamped.
Arch itectu ra I Com ments:
1 Please include a complete site plan/survey showing the proposed and existing grades at the proposed
new exterior patio area. Site plan will need to show location of the centerline of Gore Creek and
clearly show the 50'setback from the creek. Also include construction details for the patio and any
retaining walls if applicable. r ralAt L
2 Please revise cover sheet A1.0. The 2003 IRC is the adopted building code in the Town of Vail.
Please update all references from the 1997 UBC.
3 Amend floor plans to show the location of the duplex propefi line at party wall.
4 Exterior walls are required to be one hour fire resistive construction where located less than 3' from
property line. Revise plans at new third level construction. Provide a UL or gypsum association listing
for the t hour wall assembly (R302)
5 Amend plans at the third level roof adjacent to the propefi line. Overhangs may not extend over
the propefi line. t hour construction is required within 3'of propefi line. (R302.1.) - $ffi< l L8>
-r 6. Openings are not permitted in exterior walls less than 3' from property line. Verifo exact location of'' new windows at exterior walls adjacent to the property line. (R302)
,/\7 Amend plans to speciff t hour occupancy separation between garage and dwelling unit (R309.2)
-Common walls between garage and dwelling must be protected with tl2" gypsum board on garage
side
-Garages beneath habitable rooms shall be separated from all habitable rooms by not less than 5/8"
type X gypsum board
-Alf structural members suppofting living space over garage must be protected by tl2" gypsum board
on garage side of walls, beams and posts.
Specifo a 1 3/8" solid wood door or a rated 20 minute door between garage and dwelling. (R309)
Speciff upper rafter space ventilation. Provide vents equal to 1/150th ofthe attic area. Indicate on
plans method of ventilation to be used Example: ridge vent (R806) sheet A3.2
bt0 Amend stairway design to comply with the following: (R311.5)
-maximum riser height 7 a/e"
-minimum tread depth of 10"
-minimum headroom clearance of 6u-8u
-handrail on at least one side of stairway 34"-38' above nosing of treads
/8
b
Yfl If mechanical equipment is to be located in the new third level, a self closing gasketed door is
required between the bedroom closet and new mechanical room. All combustion air must be
obtained from the exterior, all equipment must be listed for installation on combustible framing, and
a floor drain is required. (IMC 303)
Structural Comments:
Revise design criteria used in structural design:
Roof live load (snow) is a minimum 80 psf.
Seismic zone is C.
Amend sheet S1.0 second floor framing plan to identify fioor beam shown in dining room supporting
roof column from above. Clarifo if this is an existing beam, or new beam is required.
L2
14 Amend sheet S1.0 first floor framing plan to clearly show locations of all new columns bearing on
o<isting foundaUon wall. Show columns extending through joist space.
15 Clarifo bearing of new columns from new (3) LVL beam shown on third level framing plan. Clearly
show any new beams as required on second level framing plans, or show columns extending to
foundation.
16 Include written verification for the existing footingfoundation. Verifo foundation is adequate to I
support the proposed new construction.
17 Amend sheet S2.0 third level ffoor framing to show framing for new stairway opening.
18 Amend sheet S2.0 to indicate a ridge beam for new roof over new sitting area. Clariff bearing for
the ridge beam columns.
Please refer b dre cover sheet for Iniormation on r€flrbmitting ptan$ fn order b ayoid delays in issuane of
the building p€rmit, please chect all rcquested informaHon is included wlth the rcsubmitted plans.
Chris Gunion
I.C.C. Plans *aminer
Town of Vail Building Safety and Inspection Services
970.479.2369
caunion@vailgov.com
F: \cdev\CHRIS\PERMIT.COMMENTS\805-0023. DOC
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We are sending you the following items:
t I Shop Drawings
I J SamPles
[ ] Change Order
COPIES DATE
tlt Rrintt
[ ] Specifications
[ ] Photographs
tX ptans
tX copy of letterS
t I Bidding Guidelines
For your use
As requested
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These are transmitted as checked below:
[ ] For approval
[ ] Approved as noted
[ ] For review & comment
Remarks:
DESCRIPTION
Approved as submitted
Returned for corrections
For bids due
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BUILDING A TEGACY OF TRUST FOR OVER 30 YTARS
Post Oflice gox 4O3O Varl Colorado 81658 Tel 970 949 IBOO Fax 970 949 4335 b€ckbuilds.com
May25,2005
Mr. Chris Gmion, Building Plms Exminer
Departnent of Community Development
Building Safety and Inspoction Services
75 Sorlh Frontage Road
Vail" CO 81657
970.479213E
970.4792452fax
Offlce Gopy
RE: 3944 Bighom Road Christnan/Rotiaker Residence; Building Permit # B05-{n23
Mr. GuniorL
The following are rcsponses to the r€view comm€nts for the above noted residential remodel p,oject
indicated in the Building Safety aod Inspection Senices Plan Review Cmments dated 3/10/05. The
responses are numbered such that they corcspond with the review comnen8.
Architecturrl Comments
l. See Existing Survey and Sheet Al.4 with Site Plan indicating propoced exterior pdio area and
associded detail.
See revised Shect A I .0 indicating 2003 IRC.
See revised floor plans indicating property line at party wall Sheet Al.l, A1.2, A1.3.
See additional note on Third Floor Plan Sheet Al2 re: I horn fire rated wall requircmen(s).
See overhang revision and addittional note on Roof Plan Sheet Al.2 re: I hour fire rated
requfuemen(s).
See additional note re: pr,oposed new window location r€ldionship to property line at Third kvel
PlarL Sheet A1.2, elev*ion A22 and window elev A3.1.
See additional norc on Sheet Al.l re: rcquired fie rating ofnew constmction betwecn garage and
dwelling.
Existing door to remain, therefore no modification required
See additional note on RoofPlan Sheet Al.3 re: proposed continuous ridge vent.
Soe revised notes for stair,ray to Third t evel She€t A1.2.
See additional notes re: mechanical at third lrvel Sheet A1.2.
Structunl Commeotr
12 - 18. See dached respcnse letter from Strucoral Engineer.
Please review tte enclosed infqmdion and cortacl us ifyou have any questions.
nespectruV,
Shop Architec'ts, Ll.c
Dcan Ricci
Architect
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We are sending you the frclbivirg ibms:
t I Shop Drawings
t I Sampbs
I J Change Order
COPIES
These are tammited as checked bebw:
I I For aPPrwal
t I Approved a nobd't ^/fdf For revieu, & comment/\
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EU|uX G A LEGTCV OF IRI T OR q'€R S Y€ARS
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Prinb
Specifications
Photographs
DESCRIPTION
I I Approved as submitbd
t I Returned br correctbns
t I For bids due--
I I Plars
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June 7,2005
Bob Garland
Shop Architects
1175 Osage Street Suite 202
Denver, CO 80204
RE: Chrisman/RothackerResidence
39214 Bighorn Road
Vail, CO
ProjectNo.04074
Dear Bob:
The following is the respbnse to the Town of Vail Building Deparhent stuctural
review comment on the above noted project:
12. The stnrctrne bas been redesigned for a roof (snow) live of 80 psf and seisnic zone
C.
13. Existing b€arns to the extent know and verified have been indicated on the plans to
the best of our knowledge. The site review of an existing structure for the purpose of
observing the structural conditions requires that certain assumptions be made regarding
existing conditions, and some of these assumptions can not be verifiable without
destoyrng otherwise adequate or serviceable portions of the building.
14. The locations of new and existing columns with new or additional load from the
additionaUremodel have been indicated onthe first floor framing plans with an open
rectangle.
15. The bearing locations of new beams are indicated on the floor belou' with an open
rectangle on the floor framing below.
16. A representative of this office perfonmed a site observation of the existing single
family residence at the above referenced. During our visit, we observed the existing
foundation and load bearing walls. The existing foundation walls consists of concrete
masonry units (CMU) that appearcd to be in good condition with no signs of distess.
The existing forurdation waliJ are assumed to bear on natural grade. Based on
obsenations during our site visit, it is our professional opinion that the existing
foundation walls are slructurally adequate to support the anticipated additional load due
to the constnrction ofthe new addition.
DCF CoNsutnrl ENorwEEns, LLC
AOOO EAsr PREr*flGEAYENUE, SunE B€
(sos)**.*F)",lHigial?33lll
June 7.2005
Chrisunan/Rothacker Residence
Project No. 04074
Page 2
17- The new stairway opening to the third floor is to put in the place of existing stain.
This was not clearly shown on our prcvious drawings, but hopefirlly are clarified by the
revised drawings.
18. The roof framing has been modified to ascommodate the roof frarning as indicated
on the architectural plans.
Please let me know if you have any questions or if I can be of further assistance.
Sincerely;
DCF Consulting Engineers, LLCn n//tt I Ill | +-'
)L-.__ v I
Dennis C. Finq P.E.
Principal
RECEIVED
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BEC
By
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& ASSGC.,ltil0.
2 aJ'1t /rt6t rtHrt tt
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NVT{OPYi,IL
75 S. Frontage Rd.
Vail, Colorado 81657
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AppucAnoNQlLL Nor BE AccEprED tF tNcoMplEri* r*r,nr=o
CONTRACTOR INFORMATION
t
General Contractor:
tlEto (futstzutst Town o{ VaihRegi. [rfs.;.' ,r((t-8 Contact qlrd Phonb #'s:.UB HEIO tnt.7ae.goo
ATTENTION: JOE, JR,CHARLIE,GREG
Contractor Signature: , Af,W
COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT (Labor & Materials
REVISED AMOUNT: $ELECTRICAL: $ 4 OTHER: $ 3, @
PLUMBING:$ (MECHANICAL: $ {REVISEDTOTAL: $ 9r@
For Parcel # Contact Assessors Office at 97&328-gM0 or visit
ErceI*zlouu 40 t3
Job Name: €NetgAtt JobAddress: fifi $Wfutp yfut€o
Lesal Description ll lot flyl erocY,0|fl Filing:Subdivision:T*vN
owne rs N ane : t4ga fuBftlt.rl Address: Ao fTntf ntoilEattA Phone:
Arch itecuDes is ^tfd* fur Address:1u ry ft24 *t/a grp enone'.ffi3?A?
Engineer:Address:Phone:
REASON FOR REVISIONS:, rE4sls
WorkCfass: New() Addition( ) Remodel Or{Repan(l Demo( ) Other( )
Work Type: Interior ( ) Exterior (V{ Aoif;, ( )Does an EHU exist at this location: Yes ( ) No ttl
Typeof8|dg.:Sing|e-fami|y(@()Commercial()Restaurant()other()
No. of Existing Dwelling Units in this building: 2 No. of Accommodation Units in this building: (
Noffvoe of Fireolaces Existinq: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning (yf
Noffvoe of Fireplaces Proposed: Gas Apoliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Does a Fire Alarm Exist: Yes Q/f No (Does a Fire Sprinkler System Exist: Yes ( ) No (-T
F lUsersbdev\APPLICATIONS\BLDGREVlSlONS20M.doc +uL 12t02t2004
CHRISTMAN
3944 BIGHORN RD, VAIL, CO
o
DUPLEX
CHRISTMAN
CHRISTMAN
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u14F t;oNgttLnNsENGINEEre, LLC
S0OO Eesr FIrmcE AvErrUE, SurfE E€
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UCFExGTxEEENo.Elor
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RikHeid
Ilcid Construaio& Inc.
0275 Min Stre€G Suit€ S.005
Edwrdg, CO 81532
RE; FrauringReview
Chrisnnm/Rotlpcker Residence
3944 Bighom Road Vait, CO
Projest No. 04074
DearRik:0FF!f'*{}OPY
In accordancc with your requesf a represeotative of this officc paformed a site obserratioa at thcabove neferarced address on February I 5, 2006. the purposc * our visit rr,ss to rEvierr ser.erelftaming issues for conformaf,cc_with the approved constnrction docrrments and applicableprovisions of the International Residenrtiat'Coda
Anexisting (2|2xI2 beam in the third floor framing uas indicstod on the approvcd plans to bereplaccd a1h 1(l)-f zrxny+r Lw beam- Th6 enirti--ng 1z;-a,tz u** ti"*-ip"n fte out6r wall8nd the w*ll of the door to the bunk room. lvhen the plins rrrcre aesigncd titir oo* nns assumedto span wer to the bethrooq rmjl.and ncedea to replaced. As the beair is c,r;tb positioncd, itdoes not need to be repraced and ie structurarly adequ*e in iB cuncnt state.
Inlhe roof frasring; a (2)-llrxl4' LryL beam was indic*ed on the approvrd plans to be uscd at theridge over tlre ne*' bedmon. A(zll'Axrrtfr'rw teai-ils-fi;i';;; lo."tior. The (2Fl'axll@'Lv.'- beam is $tnrcturally adequate to support the amicipated code required design loadswithout modification.
The raften over the bathroom on the 4n floor was indicatcd on the approved ptans are indicated tobe 2xl2 rafters at 12" on center' Ihe rafters were frgrned with 2xl2 raftEos st 16" on center- The16" sPaoiag oft'hc rafters ate stucnraily aaequafe; suppott the anticipated code rcquired designloads without modificetion.
An e*isting beam iu the roof over the living roour uas ecristing to rsmain. rluring consruction itwns discovered that the bTy."r not in go'oa conaition- The-beam bas bir-replaced with a(3)-1"/'xltt6" L\[ beam- This bcsm tt i"t r*lrv Jequarc to support the anticipated code rcquireddesign loads wifhout modification.
Plqse let me know iflou have my guestions or ifr can be offirrther assistance,
Prircipal
Ltc
trlAY 0 3 ffiCll
B
BU
GO
January 1i,2006
Joe Suther
Town of Vail Building Department
75 Frontage Rd.
Vail, Co 81657
VIA: US Mail
Dear Mr Suther,
Please release the Building Permit for project #805-0023 to Heid General Construction,
Gerard Heid. We will no longer be working on this project and therefore waive our right to
any access or information pertaining to the project.
Frank Payne
President
Beck Building Company
Cc Laura Christman
Katie Agron
RECEIVE O
JAN I2 zffi
BUILDING A LEGACY OF TRUST FOR OVER 30 YEARS
Post Office Box 4CBO Vail Colorado 81658 Tel970 949 1800 Fax 970 949 4335 b€ckbuilds.com
a|l24|2AAE a2:33 s70765211 FErD c$ErRrcro PAGE A2
Joe Suther
BuildingPcrmite
TownofVail
75 Frontage Road
Veil, CO E1657
970479-213E
970-479-2452 farc
Via facsimile
Doar Mr. Suthcr,
Crcrard Hoid
Heid Construction
0275 Main Street Suitc G005
Edwards, CO 81532
970-766-2180
Jmuy9,2006
.WoarctboGcnoralConfiactorhirerlbyttnourncrs,I.grraChistmmsodY|IRotb'ckgr
for Duffey Ltf ""
pon il*gb5.002s. plcesc E,1c thc ncccs3ay chrnges for tbc
Chrreral Contractor scction oliL f*ttit stating Heid Cottg1ruotion, Inc' as the Goncrel
Corntraotor. Plcasc call wi0r any qucctions'
Tbank You.
EGEIVE
JAN 2 4 2006
TOWN OF VAIL
6Ll24l2BaE s2.33 97s76621L FEID CSFTR.€TIT
T T HEID CONSTRUCTION. INC'
F{ cENEnAL@NinALznon'fF ' coaPisrBRErtoDEuItosERuIcE'v
FAX COVER SHEET
TO: GommunitY DevcloPment
ATTN: Jor Suthcr
Fl,ilz 179-452
PAGE AL
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\rca
RE: Permit Transfcr
MESSAGE: Hi Jog
Katie D. Wolfc Agron with Thc Conriliuu Gryun who ir ecting al ttc owncn
reprcsentativc, .oot""tuiit^;;Ji;*s"ertsd tis Pernrit trenrfer to rreid
Construction. Plesc "t tf* atte*"a Gopy-:hc drrfted for Hcid Conrtnrctioo'
Please call mc with "";;;;;;t' n"ppilt*tt Year to alt se folks in
CommunitY DwcloPment
/WY/-il'-/
Gererd Eciil
Partner
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SIRrIURAI- COIEULTNIS
0150 Eost Beowr Creek Blvd
'Unit {204A
Avon, C0 E1620
(970) 718-0711
PROJECI:
3944 BIGHORN ROAD
MrE oe/23/06
SHET NO.
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SIRUCIURAI COIH'LTNIS
0150 Eost Beowr Creek Blvd
Unit j201A
Awn, @ 61620
{970) 718-071r
3944 BIGHORN ROAD
DA1E s9/23/06
SHST NO.
S2
J08 N0. 06062
SIRUCruRAL PURUNS
6x10 DFf2 ENIRY BEN
(N) (3) 2x6 P0sT V
(N)2x6 KING EACH SIDE
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0150 Eost Beowr Creek Bhd
Unit j204A
Avon, C0 E1620
(970) 748-0711
PK}'ECT:
J944 BIGHORN ROAD
DArE w/23/06
sHEEt ilo.
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JoB ilo. 06062
s.fiRY BEAM T0 (E) tvAlr
TRANSMITTAL
SHEPHERD RESOURCES INC / AIA
373{7 US HWY 6. SU|T€ t02
POST OFf rCE BOX r621
AVON COLORADO 8I62O
1970 949 t30a f970 949 5t2
\MWW.SRIARCHITECT.COH
FILE CATEGORY:ll
PRofECr NAME: E .>,alt_
ATTN:
TRANSMITTAL VIA:
E APPROVAL
0 RECORD
o REVTEW & COMMENT
o usE
B INFORMATION
O OTHER
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