HomeMy WebLinkAboutApplication - PermitI
Garfield County
Building & Planning Department
108 8th Street, Suite #401 Glenwood Springs, Co. 81601
Office :970·945·8212 Fax: 970-384-3470
Inspection Line: 970-384-5003
Building Permit No. \_\ ()'33
Parcel No: 2395-121-27-173
Locality: lronbridge PUD Ph2 , Lot 173 ______ _
Job Address: 0045 Bent Grass Dr, GWS
Use of Building: _______ s/_f _on_c_s,_p _W_/a_tt_ac_h_ed---'g,.._a_ra_,.g_e __ &_c_ov_e_re_d_,_p_at_io ____ _
Owner: Thomson , Chad & Lisa
Contractor : Hansen Construction
Fees: Plan Check: $ 1,11 1.86 Septic :
Bldg Permit: $ 1,71 0.55 RFTA : $ 750.00
Total Fees: $ 3,572.41
Clerk: -~~C( Date: -~J-\J'g I
w
G/\RFI ELD CO UNTY fHJII.DI NG PERfv11 T 1\PPI.I C/\TION
I 08 8'11 S treet. Sui te 40 I. G lc n11 ood Springs. Co 8160 I
Phone : 970 -945 -82 12 I Fa x: 970-384-3470 /In s pec tion Lin e: 970-384-5003
11 '' '' .garli c ld -coun t' .com
Pa rcel No : Clhis inlo rmalion is a,·ailabk a1 1hc a ssessors omcc 970-945-91 34)
C lass of W o rk :
o /\ddition
Garage: Septi c:
o ISDS
Driveway Permit: 011ncrs valuation of W or k: $
i'iOTI CF:
Ph:
6...!!!!!.!!rih· Thi s ;:~ppl icmion for a Ouildin g. Penn it must be signed by I he Q,, ncr of the propeny. de sc ri~d abm e. or an authoriz..:d ag.enl. If the !iignrttw·c hdo'' is not thru o f th e o,, ncr. a scparmc
le it er of nuthori t). signed by th e Owner. mu st be JH'O\ itlcd '' ith th is ApJ>Iicarion .
l.rgnl Acc t'ss. A lluildin g Pe rmit cnnn ot be iss ued '' ithout proof of legal and adctwat c nccc ss ro th e property for purposes of in specti on s by th e Btul thn g DCJMt tmc nt
Or her l•e•·mits. \1ull iplc scp:mHl" permi ts ma y be required : (I) S tille Elcc tricn l Permi t. (2) Co unt y IS DS Pcrmil. (:;)anothe r p~:nnit fl'quin:d lOr usc on the p10p..:rty idcn tili..:d ilbo\ 1!. l~.g. Stil l..: or
County llig.l l\\ ayt Road Acc ..:ss or a S tate \\'astC\\ ater Disc harge P~nn it .
\'oitll,ermil. A Ouilding. Per mit becomes null and \"Oid if th e \\O rk auth ori ze d is not conu n..:nc..:d \\ithin ISO da)S of the dat e ofissu:lrh.:l' and ,r,,o r~ is suspended or :-rband oncd tOr a peri od of IRO
days :tflcr commence me nt.
CE HTIFICATION
I hereby cerlify 1ha11 ha,·e re ad I hi s Ap pl icalio n an d 1ha11he in forma~ ion eo111aincd abo1·c is I rue and co•,·ecl. lundersland 1ha11he Building Dcpm1m<n l acc cpls 1hc Ap pll ca lion. a long 11i1h 111< pla ns
and spcciftc:u ions a nd otlu!l" d:ua submi n ed by me or on my bchalf(subm itl als ). based UJX Ul my ccrtific:uiou a s 10 :.ccuracy.
Assuming compl e teness o ft he submiual s and appro"al of thi s Allpli catton. a l"lu ild in g J>cn nit "ill be issued gmnting f>rn ni ssion to me. as 0\\ner. to construct th e sttu..:turc l s ) :mel facilit ies tk tailcd on
th e submittals re\ic"cd by the Building Dc pm1mc nt.
In considcra tton oft he issuance of th e Building Penn it. I ag.ree that I a nd my agen ts\\ ill campi) \\i th pro' isions o f any federal. st:tte or local Ia" regul:'u ing the \\Of~ and the Garfiel d Count~ Autldmg
Codo. ISDS rcg ul a1ions and applicab le land usc regula! ion s (Coullly Rcgula lion (s )). I ac~n011 ledge 1ha1 1hc Build in!! Penni! ma y be suspe nded or rc1o~cd . upon nollce fro1111 he Co111ny. if 1hc locauon.
cons truction or use of the s tm ctu re(s) and fhc ility(ics). desc ri bed abme. arc not i n compliance \\ith County Regulat iou (s) or an~ o ther applicahle lrl\\.
I hereby grant penni ssion to the Building Dcpanmentco enter the proJ>e l1y. described abo\ C. 10 in spect the \\Ork. 1 fi n1her ac~IIO\\ ledge tha r thc issuan ce oft he Omldm~ Pe rmit docs not preHn t th~
Outlding Onicia l from : C I) requ iri ng th e correc tion of enors in the submin als. if any. disco \crecl ;~llc r issuance: or (2) stopping con struction or use of the stn lctu re (s) or t:1ci li t~ Cics ) if such is in\ iolation
~ounl ) R~u l:1t ion(s 1 o r {UI) ot her :tpplicablc Ia \\.
Rc' IC\\ o f thi s i\pflhcation. including s ubmittals. and in spt.--ct ions of t he \\Of~ by the Ousldtn~ l)r pat1mc nt do not consti tut e an occcptance of rt:~l)()n ss lnltt) 0 1 lialuli t~ U} the Count ~ C\f erro rs. o.ui ~'IO II "
or dt sc rcp:mcie s A s 1hc 0\\IICI . I :1 · l!.C 1hat rcsponsi bili1y fo r -.:omplian cc "llh fcdcrrsl. s.tntc and localla\\ sand County Rcgulntwn s rest \\ilh me ancJ 111~ autho n.t..:d :tgl·nt~. mchu..lmg. \\eth(•ut
li111i tation Ill) arc hill•c t design er. 1gmccr an or bui lde r
I I I ER ELl\" AC . \\'LEDGE "I I AT I H.·\\' . READ A 'D li~DERSTAN f.l TilE 1\0TIO: & <:t:nTIFICATIO:\ AIJO\"E:
STAFF USE ONLY
S pecia l Cond itions:
A dj us t ed Valuation: Plan Check Fcc: Permit Fcc : i\la nu ho rn e Fcc: :\lise Fees :
22~ 753. ~ 1//1~ 17/0. 55' -7SoE£ !Z-fTtf
IS DS Fcc: Tota l Fees: ~~0~0~ Oalance Due: ~ BP No & tss ur Da rr: IS I>S ~o & Issued Date:
3S7Z . t.f.!-2 Lj f3 Z. ''oo-:s p~_VV\VVI
Setbacks: OCCG ro up: Cons t Type: Zoninl,!:
1§//~ 0 J?t~P
'd~# ~0r ct;~~ ~~pr
APJ>HQ\'AI.
j ' :\PPI{0\'AI _'7 DATE
b~~{J ~
g,~'{?\ AJ
~ *-t(?-~ cfj
The following items are required by Garfield County for a final In spection:
I ) A fin al El ec trical In specti o n from th e Co l o rado St ate Electri ca l Inspec tor .
2) Perm an ent addre ss ass igned by Garfie ld Co unty Building Departm ent and poste d at the
stru cture and w here readil y visib l e from acce ss r oa d.
3) A fini shed roof; a l oc kable build in g; completed exterior siding; ex ter ior doors and w indows
inst alled ; a co mplete kitchen with cabinets, sin k with hot & cold runnin g water. no n-abso rbent
k itchen fl oor cove r ing, counter tops and finished walls, re ady for stove and refi ·ige rator; all
necessa r y p l umbing.
4) A II bathrooms must be comp lete, with was hbo'vv l, tub or shower, to ilet, ho t and co ld running
water, non -abso rb ent fl oo r s, wall s fin is hed . and privacy doo r.
5) Steps ove r three (3) ri sers , ou tside or insid e mu st be mu st ha ve handrail s. Ba lco nie s and decks
ove r 30 " hi gh must be constructed to all IBC an d IRC requirements includin g guardrai ls.
6) Outside g rading completed so th at water slope s away from the building;
7) Excep ti ons to the outs ide step s, de ck s, g radin g ma y be made up o n the demonstra ti o n of
extenuating c irc umstance s., i .e. weather. U nder such ci rcumstances A Ce rtifica te o f
Occ upancy ma y be i ss ued conditiona ll y.
8) A final in spect i o n si gn off by th e Ga rfield County Road & Bridge D epartment for driveway
in stallati o n. where applicabl e; as wel l as any fin al si gn off by the Fire Di stric t. an d /or State
Agenc i es w here applica bl e.
A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HAVE BEEN COMPLETED.
A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED.
OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED.
OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN
ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PR EMISES
UNTIL ABOVE CONDITIONS ARE MET.
I under stand and agr ee t o abide by th e above co nditi ons for occu pan cy, use and th e i ss uance of a
C.O . for the building identified in th e Building Pe rmit.
OW ERS S l NATU RE
!3app I icat io nclccc m ber2007
VALUATIO N FEE DETERMINATION
Applicant
Address
Date
Chad & Lisa Thomson Subdivision ~~~~~~~~-----------
0045 Bent Grass Dr. GWS Lot/Block ~~~~~~~~~---------
8/22/2008 Contractor ~~~~-------------------
Finished (Livab le Area):
Main
Upper
Lower
Other
Total
Basement:
Unfinished
Square Feet
Valuation
Conversion of Unfinished to Finished
Total Valuation
Garage:
Carport:
Tota l Valuation
Crawl Space
Total Valuation
Decks/ Patios
Total
Covered
Open
Valuation
Type of Construction:
Occupancy:
Valuation
Total Va luatio n
1401 sq.ft
1264 sq.ft
sq.ft
sq.ft X $74.68
2665 sq.ft
sq.ftX $41.00
sq .ftX $33.68
600 sq.ft X $18.00
sq.ftX $12.00
1401 sq.ftX $9.00
221.75 sq .ft X $24.00
sq.ftX $12.00
Com mercia l
sf X
sf X
sf X
sf X
sf X
sf X
Iron bridge PUD f ~ . ~
Lot 173
Hansen Construction
199,022.20
0.00
10,800.00
12,609.00
5,322.00
0.00
227,753.20
PLAN REVIEW CHECKLIST
Applicant /h~ ~tH-1
Building
L Engineered Foundation
L Driveway Permit
L surveyed Site Plan
t{A Septic Permit and Setbacks
£Grade/Topography 30%
/ Attach Residential Plan Review List
_..!_Minimum Application Questionnaire
J Subdivision Plat Notes
AJ./A Fire Department Review
_L_ Valuation Determination/Fees
L Red Line Plans/Stamps/Sticker
V Attach Conditions
~Application Signed
~Plan Reviewer To Sign Application
v Parcel/Schedule No .
;Jj+ 40# Snowload Letter-Manf. Hms .
_J __ Soils Report
GENERAL NOTES :
Date ?pz.-/q $" --;~-;+-~--------
Planning/Zoning
~Property Line Setbacks
/ 30ft Stream Setbacks
/ Flood Plain
~Building Height
~Zoning Sign-off
J Road Impact Fees
~ HOAIDRC Approval
__:!__Grade/Topography 40%
z lanning Issues
Subdivision Plat Notes
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
For
SINGLE FAMILY DWELLING CONSTRUCTION
Including
NEW CONSTRUCTION
ADDITIONS
ALTERATIONS
And
MOVED BUILDINGS
In order to understand the scope of the work intended under a permit application and expedite the
issuance of a permit it is important that complete information be provided. When reviewing a plan and
it's discovered that required information has not been provided by the applicant. this will result in the
delay of the permit issuance and in proceeding with building construction. The owner or contractor shall
be required to provide this information before the plan review can proceed. Other plans that are in line
for review may be given attention before the new information may be reviewed after it has been
provided to the Building Department.
TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLANS MUST BE
SUBMITTEDFOR ALL APPLICATIONS.
Please review this document to determine if you have enough information to design your project
and provide adequate information to facilitate a plan review. Also, please consider using a design
professional for assistance in your design and a construction professional for construction of your
project. Any project with more than ten (to) occupants requires the plans to be sealed by a
Colorado Registered Design Professional.
To provide for a more understandable plan in order to determine compliance with the building. plumbing
and mechanical codes, applicants are requested to review the following checklist prior to and during
design. Applicants are required to indicate appropriately and to submit the completed checklist at
time of application for a permit.
Plans to be included for a Building Permit, must be on drafting paper at least l8"x24" and drawn
to scale.
Plan s mu st i nc lude a fl oor pl an , a co ncrete foo ting and fo und ation pl an , eleva tio ns all sid es w ith dec k s.
bal co n y, steps, hand rail s an d guard rail s, wind ows and doors, in c luding th e fini sh grad e line and
ori g in al gr ade. A sec tion sho win g in detail , from th e bottom o f th e foo tin g to th e t o p of th e roo f.
in c luding r e-ba r, anch or b o lts, press ure trea t ed pl at es, fl oor j o i st s. wa ll stud s and spac in g. in sul ati o n.
shee tin g, house -rap, (whi ch i s r equired), siding or an y approved b u ilding materi a l. E n g in eered
fo und ati on s may b e r equired .
A w ind ow sc hedul e. A doo r sc hedule. A fl oo r framing pl an , a r oo f framing pl an. roo f must be
de si gned to w ithstand a 40 po und per square foo t up to 7,000 f ee t in el eva tio n, a 90 M .P.H . wind speed .
wind ex pos ure B or C, and a 36 in ch frost depth .
All shee ts to be id entified by number and index ed. A ll o f th e ab ove r equirements mu st be m et or yo ur
pl ans will be r eturn ed.
All pl ans submitte d mu st b e in co m p liance with th e 200 3 IRC.
I . I s a site pl an in c luded th at id entifies th e l ocati on of th e propo sed stru c ture or addition and di st ances to
th e propert y lines from eac h co rner of th e propos ed stru c ture (s) prepar ed by a li ce nse d surveyo r
and has the surveyor s si gn ature and profe ss ional stamp on th e draw in g? Properti es wi t h slopes of
30% or g rea ter mu st be shown on the site pl an. (NOTE Section: 106.2) Any site pl an f o r the
pl ace ment of any po rt ion of a structure within 50 ft. of a propert y lin e and not w ithin a pre viousl y
surv eye d bu i lding en ve lop e o n a subdivi si on fi nal plat shall be prepar ed by a li cen se d survey or
and have th e surveyor 's si gnature and pro f ess i onal st amp o n th e draw in g. An y struc t u re to be
built w ithin a buildin g enve l ope o f a lot shown on a rec ord ed subdiv i si on pl at shall in cl u de a
co p y o f the buildin g enve l ope as it i s shown on th e final pl at w ith th e pro pos ed stru cture l ocated
w ithin X envel ope.
Y es
2. D oes th e site pl an also in c lude any oth er build ings o n the pro pert y. se tback ease ment s and utility
ease ments? Ple as e refer t o Section 5.0 5.03 in th e Garfield County Zoning Reso luti o n if th e
prop erty you are app lyin g for a building p ermit on is located on a cor ner l o t. Spec i al se tb ac ks do
appl y .\/
Y es )'----;,'-----
3. D oes the site pl an in c lude w hen applicable th e l oca tio n o f th e !.S.O.S. (Indi v idu al Se wage Disposa l
Sys tem) and th e di stances to th e pro pert y lines, w ell s (o n subjec t property and adjac ent
pro perti es ), strea ms or wa ter co urses?
Y es 'f.._
I
4. Does th e site plan indicate th e loca ti on and direction o f the County or private r oa d access in g t h e
pro p er~}
Yes f..._ _,/t....--'----
2
5. Are yo u awa re that prior to s ubmittal o f a buildin g permit appli ca ti on yo u are required to s how pr oof
of a lega l and adequate access to th e sit e? This ma y includ e (but is not lim ited to) proof of yo ur
right to use a priv ate ease ment /right of way; A Co unt y Road and Bridge permit ; a Colo rado De pt.
of Hi ghw ay Perm it , in c lu ding a Notic e to Proceed ; a perm it from th e federal gove rnm e nt o r an y
comb in ati o n. You ca n contac t the Ro ad & Bridge Department at 625-860 1. See phone book for
oth er a~enc ie s
Yes -....!f-=----
6. Do th e p lans in c lud e a foundation plan indi cat in g the s ize, lo ca ti on and s pac in g of a ll reinforcing stee l
in accorda nce with th e I RC or pe r stamped e ngineered de sign?
Ye s X
7 . Do th e pl ans indi ca te the loca ti on and s ize of ventil at io n o penin gs for und e r fl oo r c rawl spaces a nd the
clearance s required between wood and earth?
Ye s ,X No ____ _
8. Do th e plans indic ate the s ize and loca ti on of ve ntil at ion openings for the attic , roof j oist s paces a nd
soffi ts?
Ye s X No / ~ --------
9. Do th e plans in c lude des ign loads as required by Ga rfi e ld Co unt y for roo f snow loads, (a minimum o f
40 pound s per squ are foot up to & in c ludin g 7,000 fee t above sea le ve l). fl oo r loads a nd w ind
loads ?
Ye s )(
7
10. Does th e plan in c lud e a buildin g section drawing indi cating fo und at ion, wa ll , fl oo r, an d roof
co ns tru c ti on?
Yes )(
/
11. Does the bu ild ing sectio n draw in g includ e s ize and spac in g of fl oor joi sts. wa ll stud s. cei lin g j o ists.
roof ra e rs or joists or trus ses?
Ye s ~"'--------
12. Does th e buildin g secti o n dr aw in g or oth er de ta il in c lu de th e meth od of positive co nn ec ti on of all
co lumn s a nd beam s?
Yes )(
:;:;>
13. Does the e levati on pla n in dicate th e hei ght of th e buildin g o r proposed add iti on from the
undisturbed grade to th e midp o int between th e rid ge and eave of a gab le or shed roof o r th e top
of a flat roof? (Bu il d in g heig ht mea su re me nt us ua ll y not to exceed 25 fee t)
Ye~
14 . Does th e plan in c lud e any stove or ze ro c lea ra nce firep lace pl a nn ed fo r in sta ll a ti on inc lud in g make
a nd mode l and Colo rado Phase II cert ifi ca ti o ns or pha se II EPA certifi ca ti o n?
Yes No )( -/----r-~---
3
15. Does th e plan include a masonry fir e pl ace includin g a fir epla ce sec ti on indic atin g design to comp ly
with the I RC?
Yes ___________ No __ _,~~--------
16 . Does th e plan include a window sc hedul e or other verification that egress/re sc ue w ind ows tl·om
s lee pin g ·o oms and /o r basements comply with the requirements of th e IR C?
Yes ----,.£-------
17 . Does the plan include a window sc hedul e or other verification that w indows provide natura l li g ht and
ve ntil ati on for all habitable roo ms?
Yes '>L ,
18 . Do the plan s indicate th e locatio n of glaz in g subje ct to human imp act such as glass doors , glaz in g
immedi ate ly adj ace nt to s uch doors; g la z in g adj acen t to any s urface nor ma ll y used as a wa lkin g
surfa ce; s lidin g g la ss doors; fixed glas s panels ; showe r doo rs and tub enclosures and spec ify sa fet y
glazing for these areas?
Yes :x-No __________ __
19 . Is the loca ti on of all natura l and liquid petroleum gas furnaces , boilers and wate r heate rs indi cated on
th e plan?
Yes :J
20. Do you understa nd that if yo u are buildin g on a parc e l of land create d by the exem pti o n process or th e
s ubdi v is ion process , a re buildin g plans in compliance with a ll pl at notes and /or cove nant s?
Yes "jL
21. Do yo u und ers tand th at if you belong to a Hom eow ners Association (HOA). it is you r responsibility to
obta in written permi ss ion fr o m the association. if req uired by th at associat ion , prior to submitting
an application for a building permit? Th e building permit application will be accepted with ou t
it, but yo u run the risk of th e HOA bringing ac ti on to enforce the cove nant s, which ca n re s ult in
revocation of permit iss ued. Additi ona ll y, yo ur Plan Review fee is not refundable if the plans
have been reviewed by the Building Department prior to any actio n by th e HOA th at req uir es either
revocation or sub stant ia l modifi ca ti on of th e plan s.
Yes 'j(
22 . Will thi s be th e only resid e ntial s tru ct ure o n th e parcel ?
Ye s "jL No lfno-Exp lai n: __________ __
23. Ha ve two (2) complete set s of construction draw in gs bee n submitted wi th the app licati on?
Yes \j..
24. Do yo u und ersta nd that the minimum dimension a hom e ca n be on a lot is 20ft.wide and 20ft. lo ng?
Yes X.
7
4
25. Have yo u de s ig ned or had thi s pl an de s igne d wh il e cons id eri ng buildin g a nd o th e r co ns tru c ti on code
req uir::rynt s?
Yc s_~-1-~--
26. Do yo ur plan s co mply with a ll zo nin g rul es a nd re g ulation s in th e Co unt y re lated to yo ur prop ert ies
zo ne di s ~r·iiccJ?
Ye s '/-__ __._ ____ _
2 7. Does th e plan accuratel y indi cate what yo u int end to co nstru c t a nd what will rece ive a tina! in specti on
by the Ga rfi e ld Co unt y Buildin g Department ?
Yes '/
28. Do yo u un de rstand th at approva l for design and /o r constru ct ion c ha nges are required pr·ior to the
app lica ti'lo1 of th ese c hanges?
Yes -----,1-"-----~-
29. Do yo u underst and th at th e Building Department will co lle c t a "Plan Review" fe e from yo u at the
time of a pplicati on submitt a l a nd that yo u w ill be required to pa y th e "Permit Fee " as well as any
"Ro ad Impact" or "Se pti c Sys tem " fee s requ ir ed, at the tim e you pi ck up yo ur building permit ?
Ye s y
30. Are you aware that yo u must call in for an inspection by 3 :30 the bus in ess day befor·e the
requested inspection in order to r eceiv e it the following bus iness day? Ins p ec tions will be
made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Ins pection s arc to be called in
to 384-5003.
Ye s )( No
> ------
31 . Are yo u awa re that reque sting in s pecti ons o n wo rk tha t is not ready or not accessible wi ll res ult in a
$50.00 )Z·e-·ns pecti o n fee ?
Ye s -+-"'-"------
32. Are yo u awa re th at yo u are requir ed to ca ll for all in specti o ns requir ed und e r th e IR C in c ludin g
app rova l on a fin a l in s pecti o n prior to rece iv in g a Ce rt ifi cate of Occ up ancy a nd occ up ancy of th e
building ?y_·
Ye s ---j..,__ __ _
33. A re yo u aware that th e Pe rmi t App li ca ti o n mu st be s igned by th e Ow ne r or a wr itt e n auth orit y bein g
given fi~: n Ag ent and that th e pa rt y re spo ns ible for the pr oj ect mu st co mpl y wit h the I RC?
Ye s --1'-"------
5
34. Do yo u understand that you will be re quired to hire a Sta te of Co lo rad o Licen sed Elec trici an and
Plumber to perfor m in stallations and hook up s, unle ss you as th e homeowner are performing th e
work ? The lic ense number of the per so n performing th e work will be requir ed a t time of
app li cab le i)(ns ection.
Ye s ----~~----------
35. Are yo u awa re, that on the fr ont of th e Building Permit Applicati on yo u will nee d to till in th e
Parcel /Sc hedule Number for th e lo t yo u are appl y ing for thi s perm it on pri o r to s ubmitta l of a
buildin g permit appl icat io n? Yo ur atten ti on in thi s is apprec iated.
Yes )C
36 . Do yo u know that the loca l fire di str ict may require yo u to s ubmit plan s for th e ir rev iew of fire sa fet y
iss ues? y
Yes ~ (p lease check wit h the building department abou t t hi s requirement)
37. Do yo u und erst a nd th at if yo u are plannin g on doing an y excavating o r grad in g to th e property prior·
to iss uance of a building permit th at yo u will be req uired to ob ta in a grad in g permit?
Ye s ~
38. Are you awa re th at if yo u wi ll be co nn ec tin g to a publi c water a nd /or se wer syste m. that th e ta p fees
have to be paid a nd th e co nn ect io ns in spec ted by th e se rvi ce pr ov id er pr ior to th e issuance of a
Ce rtifi cate of Occupan cy?
Yes ~
I hereby acknowle that I have r ea d, understa nd and answered the se qu es tion s to the be st of
my ability.
Ph o ne: 32:;~ ' 3 Cjqt::, (d~y~ _ (even ings)
Proj ec tName: ::Cv:onbrJ eJ VDb j)h a LC>t CB
Pr ojectAddress: DDlf5Bir;l b-r:d55 Dr G~'S
\) \~DM. Sol\_ ~QS l J~ce..
6
Notes:
If any required information is missing delays in issuing the permit are to be expected. Work may not
proceed without the issuance of a permit. If it is determined by the Building Ofticial that additional
information is necessary to review the application and plans to determine minimum compliance with the
adopted codes, the application may be placed behind more recent applications for building permits in the
review process and not reviewed until required information has been provided and the application rotates
again to first position for review, delay in issuance of the permit or delay in proceeding with
construction.
BpminreqDec2007
7
~ech
HEPWORTH-PAWLAK GEOTECHNICAL
SUBSOIL STUDY
Hep1VL)rt h -Pa\\'l3 k Geocedmica l, In c.
5020 County Rond 154
G lenwood S prings, Colorado 8 160 1
Phone: 970-945-7988
r-ax: 970-94 5-8 454
e mail : hpgco@h H!CO tcc h.com
FOR FOUNDATION DESIGN
PROPOSED RESIDENCE
LOTJ'ZJ,ID ENT GRASS
IRONBRIDGE SOPRIS LOTS PHASE 2
GARFIELD COUNTY, COLORADO
JOB NO. 107 0486
SEPTEMBER 28, 2007
PREPARED FOR:
IRONBRIDGE HOMES, LLC
ATTN: TEREASA BAKER
410 IRONBRIDGE DRIVE
GLENWOOD SPRINGS, COLORADO 81601
Parker 303-841-7119 • ColoradoSprings 719 -633-5562 • S ilv ertho rn e 970-46 8-1989
TABLE OF CONTENTS
PURPOSE AND SCOPE OF STUDY ........................................................................ -I -
PROPOSED CONSTRUCTION ................................................................................. - I -
SITE CONDITIONS ................................................................................................... - 2 -
GEOLOGY ................................................................................................................. - 2 -
FIELD EXPLORATION ............................................................................................ -3-
SUBSURFACE CONDITIONS .................................................................................. -3-
FOUNDATION BEARING CONDITIONS ............................................................... -4-
DESIGN RECOMMENDATIONS ............................................................................. -4-
FOUNDATIONS .................................................................................................... -4-
FOUNDATION AND RETAINING WALLS ......................................................... -5-
FLOOR SLABS ...................................................................................................... - 6 -
UNDERDRAIN SYSTEM ...................................................................................... - 7 -
SURF ACE DRAINAGE ......................................................................................... - 8 -
LIMITATIONS .......................................................................................................... - 8 -
FIGURE 1 -LOCATION OF EXPLORATORY BORING
FIGURE 2-LOG OF EXPLORATORY BORING
FIGURE 3 -LEGEND AND NOTES
FIGURE 4-SWELL-CONSOLIDATION TEST RESULTS
TABLE I-SUMMARY OF LABORATORY TEST RESULTS
PURPOSE AND SCOPE OF STUDY
This report presents the results of a subsoil study for a proposed residence to be located
on Lot 173, Bent Grass, lronbridge Sopris Lots Phase 2, Garfield County, Colorado. The
project site is shown on Figure 1. The purpose of the study was to develop
recommendations for the foundation design. The study was conducted in accordance
with our agreement for geotechnical engineering services to Ironbridge Homes, LLC
dated June 22, 2007. We previously performed a preliminary geotechnical study for this
area ofthe Phase 2 subdivision development and presented our findings in a report dated
May 31, 2005, Job No. I 05 115-4. We also perfonned observation and testing of
compaction during the infrastructure and lot grading construction and presented those
fmdings in daily reports under Job No. 106 0367.
An exploratory boring was drilled on the lot to obtain information on the subsurface
conditions. Samples of the subsoils obtained during the field exploration were tested in
the laboratory to detcnnine their classification, compressibility or swell and other
engineering characteristics. The results of the field exploration and laboratory testing
were analyzed to develop recommendations for foundation types, depths and allowable
pressures for the proposed building foundation. This report summarizes the data obtained
during this study and presents our conclusions, design recommendations and other
geotechnical engineering considerations based on the proposed construction and the
subsurface conditions encountered.
PROPOSED CONSTRUCTION
The proposed residence will be a 2-story, wood frame structure with a walkout basement
level. Ground floors will be slab-on-grade. Grading for the structure is assumed to be
relatively minor with cut depths between about 3 to 8 feet. We assume relatively light
foundation loadings, typical ofthe proposed type of construction.
Job No. I 07 0486 ~tech
-2-
If building loadings, location or grading plans change significantly from those described
above, we should be notified to re-evaluate the reconunendations contained in this report.
SITE CONDITIONS
The lot is located on the uphil~ southeastern side of Bent Grass adjacent to the southeast
side of the Mountain Cottages part of Phase 2. The underground utilities to the lot and
the roadway construction are complete. Ovcrlot grading during subdivision development
consists of relatively shallow cuts and fills. The 16th Hole of the golf course borders the
southeast side of the lot. The ground surface has been benched relatively flat and slopes
gently down to the east. Vegetation consists of sparse grass and weeds.
GEOLOGY
The geologic conditions were described in our previous report conducted for planning and
preliminary design of the overall subdivision development dated October 29, 1997, Job
No. 197 327. The surficial soils on the lot mainly consist of sandy silt debris fan deposits
overlying gravel terrace alluvium ofthe Roaring Fork River. The alluvium is
predominantly a clast-supported deposit of rounded gravel, cobbles and boulders up to
about 3 feet in size in a silty sand matrix that was encountered to depths of about 40 feet
below ground surface in the area of Lot I 73.
The underlying bedrock consists ofthe Eagle Valley Evaporite which contains gypsum
deposits and is generally associated with scattered sinkhole development in the Roaring
Fork River valley. A sinkhole was observed prior to the subdivision development in
Fairway 16 about 300 feet south of Lot 173. The sinkhole was backfilled during
construction of the golf course. Voids have not been encountered in borings drilled into
the bedrock near Lot 173 and the potential for subsidence due to dissolution of the
Evaporite throughout the service life of the residence, in our opinion, is low, but the
owners of the lot should be aware of the sinkhole potential and the risk of future
subsidence.
Job No. I 07 0486 ~tech
-3-
FIELD EXPLORATION
The field exploration for the project was conducted on July 20, 2007. An exploratory
boring was drilled at the location shown on Figure I to evaluate the subsurface
conditions. The boring was advanced with 4-inch diameter continuous flight augers
powered by a truck-mounted CME-55 drill rig. The boring was logged by a
representative ofHepworth-Pawlak Geotechnical, Inc.
Samples ofthe subsoils were taken with 1-3/8 inch and 2 inch J.D. spoon samplers. The
samplers were driven into the subsoils at various depths with blows from a 140 pound
hammer falling 30 inches. This test is similar to the standard penetration test described
by ASTM Method D-1586. The penetration resistance values are an indication ofthe
relative density or consistency of the subsoils. Depths at which the samples were taken
and the penetration resistance values are shown on the Log of Exploratory Boring, Figure
2. The samples were returned to our laboratory for review by the project engineer and
testing.
SUBSURFACE CONDITIONS
A graphic Jog of the subsoil profile encountered in the boring is shown on Figure 2. The
subsoils consist of about 4 feet of compacted silt, sand and clay mixed fill and 14 feet of
loose to medium dense, sandy silt overlying dense, slightly silty sandy gravel, cobbles
and boulders (terrace alluvium) down to the drilled depth of20 feet. Drilling in the dense
terrace alluvium with auger equipment was difficult due to the cobbles and boulders and
drilling refusal was encountered in the deposit. The existing fill material was placed
during the subdivision development and monitored during construction for compaction by
Hepworth-Pawlak Geotechnical.
Laboratory testing performed on samples obtained from the boring included natural
moisture content and density and finer than sand size gradation analyses. Results of
swell-consolidation testing performed on a relatively undisturbed drive sample of the silt
soil, presented on Figure 4, indicate low compressibility under existing low moisture
Job No. I 07 0486
-4-
condition and light loading and a low collapse potential (settlement under constant load)
when wetted. The sample showed moderate compressibility under additional loading after
wetting. The laboratory test results are summarized in Table I.
No free water was encountered in the boring at the time drilling or when checked three
days later and the subsoils were slightly moist.
FOUNDATION BEARING CONDITIONS
The upper silt (debris fan) soils typically have low bearing capacity and low to moderate
settlement potential under light loading when wetted. Foundations that extend down to
the dense terrace alluvium would have moderate bearing capacity and low settlement risk.
Spread footings placed on the natural soils or compacted fill are recommended for
building support with some potential for differential settlement, mainly if the debris fan
soils are wetted.
DESIGN RECOMMENDATIONS
FOUNDATIONS
Considering the subsurface conditions encountered in the exploratory boring and the
nature of the proposed construction, we recommend the building be founded with spread
footings bearing on the natural soils or compacted structural fill.
The design and construction criteria presented below should be observed for a spread
footing foundation system.
I) Footings placed on the undisturbed natural soils or compacted fill should
be designed for an allowable bearing pressure of I ,000 psf. Based on
experience, we expect initial settlement of footings designed and
constructed as discussed in this section will be about I inch or less.
Additional differential settlement on the order of I to 2 inches could occur
if the debris fan soils are wetted.
Job No. I 07 0486
-5-
2) The footings should have a minimwn width of20 inches for continuous
walls and 2 feet for isolated pads.
3) Exterior footings and footings beneath unheated areas should be provided
with adequate soil cover above their bearing elevation for frost protection.
Placement of foundations at least 36 inches below exterior grade is
typically used in this area.
4) Continuous foundation walls should be reinforced top and bottom to span
local anomalies such as by assuming an unsupp01ted length of at least 14
feet. Foundation walls acting as retaining structures should also be
designed to resist lateral earth pressures as discussed in the "Foundation
and Retaining Walls" section of this report.
5) Any vegetation and loose disturbed soils should be removed and the
footing bearing level extended down to the firm natural soils or compacted
fill. The exposed soils in footing areas should then be moistened and
compacted.
6) A representative of the geotechnical engineer should observe all footing
excavations prior to concrete placement to evaluate bearing conditions.
FOUNDATION AND RETAINING WALLS
Foundation walls and retaining structures which are laterally supported and can be
expected to undergo only a slight amount of deflection should be designed for a lateral
earth pressure computed on the basis of an equivalent fluid unit weight of at least 55 pcf
for backfill consisting of the on-site soils. Cantilevered retaining structures which are
separate from the residence and can be expected to deflect sufficiently to mobilize the full
active earth pressure condition should be designed for a lateral earth pressure computed
on the basis of an equivalent fluid unit weight of at least 45 pcf for backfill consisting of
the on-site soils.
All foundation and retaining structures should be designed for appropriate hydrostatic and
surcharge pressures such as adjacent footings, traffic, construction materials and
equipment. The pressures recommended above assume drained conditions behind the
Job No. I 07 0486 ~tech
-6-
walls and a horizontal backfill surface. The buildup of water behind a wall or an upward
sloping backfill surface will increase the lateral pressure imposed on a foundation wall or
retaining structure. An underdrain should be provided to prevent hydrostatic pressure
buildup behind walls.
Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum
standard Proctor density at a moisture content near optimum. Backfill in pavement and
walkway areas should be compacted to at least 95% of the maximum standard Proctor
density. Care should be taken not to overcompact the backfill or use large equipment
near the wall, since this could cause excessive lateral pressure on the wall. Some
settlement of deep foundation wall backfill should be expected, even if the material is
placed correctly, and could result in distress to facilities constructed on the backfill.
The lateral resistance of foundation or retaining wall footings will be a combination of the
sliding resistance of the footing on the foundation materials and passive earth pressure
against the side of the footing. Resistance to sliding at the bottoms of the footings can be
calculated based on a coefficient of friction of0.35 for footings placed on fine-grained
soils. Passive pressure of compacted backfill against the sides of the footings can be
calculated using an equivalent fluid unit weight of300 pcf. The coefficient of friction
and passive pressure values recommended above assume ultimate soil strength. Suitable
factors of safety should be included in the design to limit the strain which will occur at
the ultimate strength, particularly in the case of passive resistance. Fill placed against the
sides of the footings to resist lateral loads should be compacted to at least 95% of the
maximum standard Proctor density at a moisture content near optimum.
FLOOR SLABS
The natural on-site soils and compacted fill are suitable to support lightly loaded slab-on-
grade construction. The upper silt soils have variable settlement potential when wetted
under load and there could be some post-construction slab movement if the subgrade soils
become wet. To reduce the effects of some differential movement, floor slabs should be
separated from all bearing walls and columns with expansion joints which allow
unrestrained veztical movement. Floor slab control joints should be used to reduce
Job No. 107 0486
-7-
damage due to shrinkage cracking. The requirements for joint spacing and slab
reinforcement should be established by the designer based on experience and the intended
slab use. A minimum 4 inch layer of free-draining gravel should be placed beneath
basement level slabs to facilitate drainage. This material should consist of minus 2-inch
aggregate with at least 50% retained on the No. 4 sieve and less than 2% passing the No.
200 sieve.
All fill materials for support of floor slabs should be compacted to at least 95% of
maximum standard Proctor density at a moisture content near optimum. Required fill can
consist of the on-site soils devoid of vegetation, topsoil and oversized rock.
UNDERDRAIN SYSTEM
Although free water was not encountered during our exploration, it has been our
experience in the area that local perched groundwater can develop during times of heavy
precipitation or seasonalmnoff. Frozen ground during spring lUlloff can create a perched
condition. We recommend below-grade constmction, such as retaining walls and
basement areas, be protected from wetting and hydrostatic pressure buildup by an
underdrain system. An underdrain should not be provided around shallow foundations
(roughly 3 feet deep or less) and slab-on-grade garage areas.
The drains should consist of drainpipe placed in the bottom oft he wall backfill
surrounded above the invert level with free-draining granular material. The drain should
be placed at each level of excavation and at least I foot below lowest adjacent finish
grade and sloped at a minimum I% to a suitable gravity outlet or sump and pump. Free-
draining granular material used in the underdrain system should contain less than 2%
passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum
size of2 inches. The drain gravel backfill should be at least I Y, feet deep. An
impervious membrane, such as a 30 mil PVC liner, should be placed in a trough shape
below the drain gravel and attached to the foundation wall with mastic to prevent wetting
of the bearing soils.
Job No. 107 0486
-8-
SURFACE DRAINAGE
The following drainage precautions should be observed during construction and
maintained at all times after the building has been completed:
I) Inundation of the foundation excavations and underslab areas should be
avoided during construction.
2) Exterior backfill should be adjusted to near optimum moisture and
compacted to at least 95% of the maximum standard Proctor density in
pavement and slab areas and to at least 90% of the maximum standard
Proctor density in landscape areas.
3) The ground surface surrounding the exterior of the building should be
sloped to drain away Ji"om the foundation in all directions. We
recommend a minimum slope of 12 inches in the first 1 0 feet in unpaved
areas and a minimum slope of 3 inches in the first I 0 feet in paved areas.
Free-draining wall backfiii should be capped with about 2 feet of the on-
site, fine grained soils to reduce surface water infiltration.
4) Roof downspouts and drains should discharge well beyond the limits of all
backfill.
5) Landscaping which requires regular heavy irrigation, such as sod, should
be located at least 10 feet from foundation walls.
LIMITATIONS
This study has been conducted in accordance with generally accepted geotechnical
engineering principles and practices in this area at this time. We make no warranty either
express or implied. The conclusions and recommendations submitted in this report are
based upon the data obtained from the exploratory boring drilled at the location indicated
on Figure I, the proposed type of construction and our experience in the area. Our
services do not include determining the presence, prevention or possibility of mold or
other biological contaminants (MOBC) developing in the future. If the client is
concerned about MOBC, then a professional in this special field of practice should be
consulted. Our findings include interpolation and extrapolation of the subsurface
conditions identified at the exploratory boring and variations in the subsurface conditions
Job No. 107 0486
-9-
may not become evident until excavation is performed. If conditions encountered during
construction appear different from those described in this report, we should be notified so
that re-evaluation of the recommendations may be made.
This report has been prepared for the exclusive usc by our client for design purposes. We
are not responsible for technical interpretations by others of our information. As the
project evolves, we should provide continued consultation and field services during
construction to review and monitor the implementation of our recommendations, and to
verifY that the recommendations have been appropriately interpreted. Significant design
changes may require additional analysis or modifications to the recommendations
presented herein. We recommend on-site observation of excavations and foundation
bearing strata and testing of structural fill by a representative of the geotechnical
engineer.
Respectfully Submitted,
HEPWORTH -PAWLAK GEOTECHNICAL, INC.
Steven L. Pawlak, P.
Reviewed by:
Daniel E. Hardin, P.E,
SLP/ksw
cc: Fuhrmann Engineering-Jamie Andreassen (jandreassen@fuhrmannengineering.com)
Job No. 107 0486
APPROXIMATE SCALE
111 = 201
FAIRWAY16
GOLF COURSE
--
r-----------------l
I
I
I
I
I
I
BORING 1 I • I
I I
I I I
I I LOT 172 I
LOT 174
I
LOT 173 I
I L _________________ j
--
BENT GRASS
107 0486 G~
HePWorth-Pawlak Geotechnlcol
LOCATION OF EXPLORATORY BORING Figure 1
0
5
10
Q)
Ql
lL
-§_
Ql
0 15
20
25
107 0486
BORING 1
LOT 173
43/12
18/12
15/12
wc~a.a
00~101
28/12
WC~7.3
00~114
-200~96
50/5
NOTE: Explanation of symbols is shown on Figure 3.
~ He worth-Pawlak Geotechnical
LOG OF EXPLORATORY BORING
0
5
10
..,
Ql
lL
-§_
Ql
15 0
20
25
Figure 2
LEGEND:
FILL; mixed clay, silt and sand wtth gravel, medium dense, slightly moist, brown.
SILT (ML); slightly sandy to sandy, loose to medium dense, slightly moist, light brown.
GRAVEL AND COBBLES (GM-GP); slightly silty, sandy, probable boulders, dense, slightly moist, brown, rounded
rock.
43/12
T
NOTES:
Relatively undisturbed drive sample; 2-inch I. D. California liner sample.
Drive sample; standard penetration test (SPD, 1 3/8 inch I. D. split spoon sample, ASTM-1586.
Drive sample blow count; indicates that 43 blows of a 140 pound hammer falling 30 inches were
required to drive the California or SPT sampler 12 inches.
Practical drilling refusal.
Caved depth when checked on July 23, 2007.
1. The explorat01y boring was drilled on July 20, 2007 with a 4-inch diameter continuous flight power auger.
2. The exploratory boring location was measured approximately by pacing from features shown on the site plan
provided.
3. The exploratory boring elevation was not measured and the log is drawn to depth.
4. The exploratory boring location should be considered accurate only to the degree implied by the method used.
5. The lines between materials shown on the exploratory boring log represent the approximate boundaries between
material types and transitions may be gradual.
6. No free water was encountered in the boring at the time of drilling or when checked 3 days later. Fluctuation in
water level may occur with lime.
7. Laboratory Testing Results:
WC = Water Content (%)
DO = Dry Density (pcfj
-200 = Percent passing No. 200 sieve
107 0486 ~.
HEPWORTH•PAWLAK GEOTECHNICAL
LEGEND AND NOTES Figure 3
Moisture Content = 3.3 percent
Dry Density = 101 pel
Sample of: Sandy Silt
From: Boring 1 at9 Feet, Lot 173
0
1 ::: p / Compression ~ I upon
2
wetting
"* c ~ 0 "iii
"' 3 @ a. ~ E
0
()
4
'\
5 \
6
0.1 1.0 10 100
APPLIED PRESSURE-ksf
107 0486 c~¢rtech SWELL-CONSOLIDATION TEST RESULTS Figure 4
HEPWORTH•PAWLAK GEOTECHNICAL
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE 1 Job No. 107 0486
SUMMARY OF LABORATORY TEST RESULTS
Lot 173
SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT ATTERBERG LIMITS UNCONFINED
MOISTURE DRY GRAVEL SAND PASSING LIQUID PLASTIC COMPRESSIVE SOIL OR BORING DEPTH CONTENT DENSITY NO. 200 LIMIT INDEX STRENGTH BEDROCK TYPE (%) (%) SIEVE
(ft) (%) (pcf) (%) (%) (PSF)
1 9 3.3 I 101 Sandy silt
14 7.3 114 96 Silt
I
i
EXIDBITA
FREEDOM PROGRAM CONSTRUCTION CONTRACT kf{llftlt t$ , 200 g_
THIS CONSTRUCTION CONTRACT ("Contract") is made and entered into between IRONBRIDGE MOUNTAIN
COTTAGES LLC, a Colorado limited liability company ("Contractor"), whose address is 410 lronbridge Road, Glenwood
Springs, Colorado 81601, whose telephone number is (970) 947-4300, and whose facsimile number is (970) 928-8865 and cpad ~ <j. l..J~a_:;t. lfto~3 ("Owner"), whose address is :o. = k-?2.2 7 t3as eo '(/ 0'2../ , whose telephone number is 91?-aU?. and whose '31/-t.~z~
facsimile number is . This Contract is entered into this zt,tlt day of u{,uc.lt , 20Q::f (''Effective
Date"). This Contract is entered into in connection with and pursuant to Contractor and Owner's Freedom Program Purchase and
Sale Agreement dated ~ U , 2008 Terms defined in the Freedom Program Purchase and Sales Agreement
and used in this Contract shall hold the same definition in this Contract. The construction of the Residence on the Lot, each as
defined in the Freedom Program Purchase and Sale Agreement shall be referred to herein as (the "House").
1. Contactor's Scope of Work. Contractor's scope of work shall consist of construction services for the House as set forth
below, which collectively shall be referred to herein as the "Work."
2. Plans
a. Contractor has prepared the following drawings, consistent with other homes in the Project, as defined in the
Freedom Program Purchase and Sale Agreement, and constructed by Contractor:
i. ?z{JZ -A
ii.
iii. _____ (collectively, the "Plans").
3. Construction Services
a. Contractor shall procure and pay for all penn its, licenses, approvals and inspections required for the House.
b. Contractor shall provide or cause to be provided all labor, materials, equipment and services to construct the House in
a workmanlike manner, consistent with homebuilding industry standards in Garfield County, pursuant to the Plans.
Contractor shall not be responsible for furnishing or constructing any improvements or performing any work unless
the same are specifically set forth in the Plans or in this Contract.
4. Owner's Responsibilities
a. Owner shall cooperate with Contractor in securing any permits, licenses, approvals and inspections for the House.
b. Upon Contractor's request, Owner shall provide all "Requested Information" to Contractor in a timely manner, and
shall be available to meet with Contractor to approve plans and review the progress of the Work. Requested
Information shall include, but not necessarily be limited to:
i. proof of financing
ii. Design and Architectural Option selections by the associated design selection dates
iii. change order requests
iv. proof of necessary insurance
c. Owner specifically agrees and acknowledges that financing for the House is the sole and exclusive obligation of
Owner, and Owner's ability to obtain financing is not a condition precedent to Owner's obligations set forth in this
Contract. Owner represents that Owner is qualified to obtain such financing and/or has available funds in the amount
necessary to complete the House. Owner agrees to promptly seek and obtain any and all required financing for the
House. Owner agrees to provide Contractor with proof. satisfactory to Contractor, that Owner's financing for the
House has been finalized, and agrees that Contractor is not obligated to proceed with construction on the House until
such proof is delivered to Contractor and the Closing of the Lot has occurred.
Fom1 Date: 1/1/08 15 OF 23
d. Owner agrees not to let or enter into any other contracts in connection with the House or the Lot without the prior
written approval of Contractor. Owner acknowledges and agrees that entering into any contract or permitting any
other contractor onto the Lot may impede the Contractor's ability to manage the cost of the House and timely
complete performance of the Work as contemplated herein. Violation of this provision, shall, in addition to any other
remedies set forth herein, permit Contractor to exercise its tennination rights as specified herein.
e. Within three (3) days after substantial completion ofthe Work, Owner shall notifY all utility suppliers that Owner is
responsible for utility expenses from and after the date of substantial completion.
5. Time
6.
7.
8.
a. Without limiting the foregoing, Owner agrees to provide all Requested Information to Contractor to start construction
within three (3) months of the date on which the Closing ofthe Lot occurs. Should Owner delay commencement
construction beyond said three (3) months, Owner shall pay Contractor the sum of Five Thousand Dollars
($5,000.00) per month, allocated for fractional portions of months ("Extension Fee"). The parties hereby agree that
Contractor's actual damages for such Owner delay cannot be calculated now with certainty, and that Liquidated
Damages are a reasonable estimate thereof.
b. Provided that Owner has complied with all of its obligations hereunder, including but not limited to timely payment
of all sums due to Contractor, and Owner has secured financing for the House and delivered satisfactory proof
thereof to Contractor, and Closing of the Lot has occurred, Contractor shall commence construction at the House Site
within sixty (60) days after the issuance of a building permit in the Owner's name, as evidenced by accurate
installation of the foundation forms (the "Commencement Date").
c. Substantial Completion ofthe House shall occur within ten (I 0) months after the Commencement Date (the
"Completion Date"). The Completion Date may be extended on account of:
i. labor disputes;
ii. fire or other damage to the House; including interior damage;
iii. material or labor shortages;
iv. transportation delays;
v. governmental action;
vi. unusua1 weather conditions;
vii. change orders or delays caused by Owner;
viii. the failure of Owner to provide information and/or approvals in a timely manner; or
ix. any other causes which are beyond Contractor's control or which may otherwise justifY the delay; and
x. Force Majeure events.
d. Without limiting the foregoing, Owner agrees to provide all required information to Contractor to substantially
complete construction by the Completion Date. Should either party delay Substantial Completion of the House
beyond the Completion Date, the delaying party shall pay the other party the sum of five Thousand Dollars
($5,000.00) per month, allocated for fractional portions of months as an Extension Fee. The parties hereby agree that
actual damages for such delays cannot be calculated now with certainty, and that these Liquidated Damages are a
reasonable estimate thereof.
Ownership of Plans. Owner agrees and acknowledges that the Plans, and any amendments or revisions thereto, are and
shall remain the sole and exclusive property of Contractor, and Owner agrees not to sell, transfer, assign, use, copy or
share the same with any person or entity without the prior and express written consent of Contractor, which may be
withheld in Contractor's sole discretion.
Contract Price.
a.
b.
aculr~
-tX ~'---'~"""""'-~--,---Dollars ($ .0 ) ("Contract Price'') for performance of
the \\'ork, which amount sh b paid in accordance with the payment pr · Jons set forth in this Contract.
Owner acknowledges that u the execution of any change orders during the course of construction, the Contract
Price may increase, and in such event Owner shall pay to Contractor such increase upon execution of the change
order, and prior to Contractor's performance of any work in connection with the change order.
Payment Procedure.
a. Owner shall make, or cause Owner's lender to make, progress payments fur the Work in accordance with the
schedule attached hereto as Exhibit A-1 ("Draw Schedule") or at any intennediate point based on the percentage of
completion of work at that time identified by inspection. Progress payments shall be delivered to Contractor within
Fonn Date: 1/1/08 16 OF 23
five (5) days after Owner's receipt of Contractor's request for payment, which requests for payment shall include a
blanket lien waiver statement relating to all parties who provided labor and/or materials applicable to the previous
request for payment.
b. In the event that at any time the amount of Owner's loan available for distribution is less than the amount of the
Contract Price remaining to be paid, Owner shall deposit the difference into a construction control account and
execute a customary construction control agreement with respect to the holding and distribution of said sum prior to
Contractor's obligation to commence or continue construction at the House Site. Owner shall be responsible for the
payment of any fees in connection with the construction control.
c. Within ten (I 0) days after substantial completion of the Work, Owner shall pay all remaining amounts due under this
Contract.
d. All monies not paid when due as provided herein shall bear interest at the rate of eighteen percent ( 18%) per annum.
e. In the event any installment is not paid whe'l due, Contractor may exercise any remedy set forth in this Contract or
exercise any other legal and/or equitable rights which may be necessary or appropriate to enforce this Contract.
9. Changes in the Work
a. Buyer understands, acknowledges and agrees that the Contract Price includes only the items set forth in the document
attached hereto as Exhibit B ("Features List"). These are referred to herein as ("Standard Selections").
b. Additions, upgrades, and/or optional items which are made available to Owner shaii be selected, contracted and paid
for in a separate contract with Contractor or by Change Order.
c. Contractor may offer pre-designed and priced options for each Residence to Owner.
i. Options which change the architectural design of the Residence, such as an additional garage bay, are
referred to as architectural options ("Architectural Options").
ii. Options which change the materials and colors of the Residence, such as carpet type and/or color, are
referred to as design options ("Design Options").
m. Together these are often referred to as ("Options').
d. Changes to the Work that are not a pre-designed and priced Architectural Option or Design Options are referred to as
change orders ("Change Orders").
i. All change orders shall specifY the following:
I. the change in the Work,
2. the adjustment to the Contract Price, if applicable, and
3. the adjustment to the Completion Date, if applicable.
e. Changes in the Work can only occur by purchasing an Architectural Option, purchasing a Design Option or by
written Change Order prepared and approved by Contractor.
f. Options will be offered to the Owner, provided the following conditions have been adhered to:
i. Options must be selected in a timely manner. Each Option is assigned one of three dates which are referred
to as Design Selection I ("DSI "),Design Selection 2 ("DS2") and Design Selection 3 ("DS3"). DSI is
seven (7) days after closing, DS2 is forty five ( 45) days after closing and DS3 is ninety (90) days after
closing.
ii. Should Owner fail to select Options on or before the applicable design selection date, Seller shall have the
right to either stop work, install the standard selection or deny the Option.
iii. Options and Change Orders shall be selected subsequent to the execution of this Agreement. Payment in the
amount of I 00% of the price of each Option or Change Order shall be due when each Option or Change
Order is ordered.
g. ALL PAYMENTS FOR DESIGN OPTIONS ARE NON-REFUNDABLE TO OWNER
h. All Option purchases and change orders shall be executed by both the Owner and the Contractor and paid for by
Owner, prior to the commencement of the work set forth therein.
i. In the event that any increase in the cost of construction arises because of a change in applicable governmental
regulations taking effect after the date of this Contract, such revision or condition shall be the basis for a change
order and Contractor shall receive appropriate compensation for making such change.
10. Possession and Use of the Lot. Upon the Closing of the Lot, Owner is deemed to have conveyed to Contractor an
absolute and exclusive right to possess and use the Lot. Owner shall not enter the Lot unless accompanied by an
authorized representative of Contractor. Owner shall not instruct, direct or otherwise contact Contractor's laborers,
subcontractors or consultants. Contractor shall permit access to the Lot by inspectors of Owner's lender. Contractor shall
return possession of the Lot to Owner at the time that all payments and obligations required of the Owner have been fully
paid and performed by the Owner. If possession of the House and Lot is taken by the Owner before Owner's obligations
set forth in this Contract are fully perfonned and without the prior written consent of Contractor, Owner shall be deemed
to have accepted the Work as complete and satisfactory, in compliance of all of Contractor's obligations hereunder.
Form Date: 1/1/08 !70F23
II. Walk Through.
a. Upon notice from Contractor to Owner, Owner and Contractor shall schedule a walk-through of Owner's home and
shall compile a list of any items which are materially not in accordance with approved plans and specifications, or do
not materially confonn to Garfield County standards. Contractor shall repair, replace or otherwise remedy the items
within a reasonable time after Substantial Completion.
b. Notwithstanding the fact that additional work may be required to correct the items, if the House has reached
Substantial Completion, then no funds shall be withheld from Contractor for these items.
c. After Substantial Completion, the Limited Seller's Warranty included in the Freedom Program Purchase and Sale
Agreement shall apply.
12. No Assignment. This Contract shall not be assigned by Owner or Contractor to any other party except after the prior
written consent of Owner or Contractor, which consent may be reserwd in Owner's or Contractor's sole discretion. If
Owner or Contractor assigns any of Owner's or Contractor's rights under this Contract to any other party in violation of
this provision, said assignment shall be void and of no effect, and Owner shall be in default hereunder. Notwithstanding
the foregoing, Contractor consents to a collateral assignment of this Contract to Owner's lender pursuant to Owner's
agreement with its lender.
13. Insurance.
a. Owner shall procure and maintain during the tenn ofthis Contract the following policies of insurance:
i. Course of Construction insurance in the amount of the Contract Price;
ii. Homeowner's insurance, and a fire and extended risk insurance policy, covering the House and Lot, in an
amount not Jess than the Purchase Price, together with insurance covering Joss or damage to Owner's
personal property, and Owner's personal liability for injuries which may be sustained within the Property;
and
m. Comprehensive General Liability insurance in the amount of$!,000,000.
b. Contractor shall maintain during the tenn of this Contract:
i. Workers compensation insurance, as required by law.
14. Tennination of the Contract upon Termination of the Freedom Plan Purchase and Sale Agreement. This Contract shall
be deemed terminated upon the tennination ofthe Freedom Plan Purchase and Sale Agreement for any reason. In such
event, unless the cause of such termination is the default of Contractor as seller under the Freedom Plan Purchase and
Sale Agreement, Contractor shall be entitled to retain all other amount(s) previously paid to Contractor or otherwise due
to Contractor under this Contract.
15. Contractor's Right to Stop Work and Tenninate Contract. In addition to all other remedies set forth in this Contract, in
the event that any payment is not made in full within five (5) days after such payment is due, or Owner fails to perform
any of its duties under this Contract within ten (1 0) days after written notice from Contractor, Contractor may stop the
Work until payment is made or Owner fulfills its duties. Should the Work be stopped for a period of fifteen (15) days or
more upon Owner's failure to make a progress payment or as a result of any other act, omission or neglect of the Owner,
then Contractor may, upon providing written notice to Owner, tenninate this Contract. Upon such termination, the
Contractor may recover from the Owner payment for all work completed and for any loss sustained by the Contractor for
materials, equipment, tools, or machinery to the extent of actual loss thereon, plus an amount equal to the Contractor's
anticipated profit under this Contract, plus interest on the foregoing amounts at the rate of eighteen percent ( 18%) per
annum.
16. Alternative Dispute Resolution. Owner and Contractor agree to be bound by the altemative dispute resolution procedures
set forth in the Declaration. Any and all claims, disputes and controversies arising between Owner and Contractor,
v.rhether before or after Closing, relating to this Contract or its subject matter, including, but not limited to, any alleged
construction defect, shall be submitted to final and binding arbitration.
17. Notices. All notices required by this Contract shall be in writing and shall be given by any ofthe following means to the
below listed addresses or fax numbers:
a. certified or registered mail, postage prepaid, return receipt requested, in which case notice shall be deemed delivered
three (3) business days after the postmark date;
b. recognized commercial overnight courier, in which case notice shall be deemed delivered one (I) business day after
Fonn Date: 1/1/08 !8 OF 23
c.
d.
e.
f
g.
h.
receipt for delivery by the courier;
electronic mail transmission with confirmed receipt,
telecopy transmittal (11 fax"), in which case notice shall be deemed delivered upon fax confirmation of transmission to
the intended party; or
personal delivery, in which case the notice shall be effective when received.
Notice shall be given to Contractor to:
410 lronbridge Dr.
Glenwood Springs, CO, 81601
Noticeshallb iven oOw e';f;~ --rfuJ/({Sbft..._
• z:z_
!9Lf,~ tS{ I tJ{) (/';?.(
Notice of change of address shall be delivered by written notice in the manner described in this section. Rejection or
other refusal to accept a notice or the inability to deliver a notice because of changed address of which no notice was
given shall be deemed to constitute receipt of the notice sent.
18. Contractor's Limited Warranty. Contractor shall provide a one-year limited warranty on the house as provided for in
the Freedom Program Purchase and Sales Agreement.
19. Contractor's Disclaimers. Contractor makes no representation or warranty, and shall in no event be responsible for the
following:
a. Hazardous materials (as defined by applicable law) in the House or on the Lot;
b. Homeowner's association assessments and/or property taxes applicable to the Lot;
c. Owner's financing of the Work;
d. Any work or materials not supplied or installed by Contractor pursuant to this Contract; or
e. All of the matters described in the disclosures and disclaimers set forth in the Freedom Plan Purchase and Sale
Agreement, which disclosures and disclaimers are fully incorporated herein by this reference.
20. General Provisions.
a. This Contract shall be governed by the laws of the State of Colorado. Jurisdiction and venue for any action
concerning this Contract shall be in Garfield County, Colorado.
b. In the event of any litigation or other proceedings between the parties concerning this Contract, the prevailing party
shall be entitled to the payment by the nonprevailing party of all of its reasonable attorneys' fees, court costs, and
litigation expenses.
c. This Contract constitutes the entire agreement between the parties and any prior understandings, agreements or
representations of any kind whatsoever preceding the date ofthis Contract shall not be binding upon either party
except to the extent that they are specifically incorporated into this Contract.
d. This Contract shall be binding upon and inure to the benefit of the parties hereto and to their respective heirs,
representatives, successors and pennitted assignees. This Contract is intended for the exclusive benefit of Owner and
Contractor and is not intended and shall not be interpreted as conferring any benefit on any third party.
e. This Contract and any amendments to this Contract may be executed in any number of counterparts, each of which
shall be deemed an original and all taken together shall constitute one and the same agreement. Fax copies of this
Contract and any amendments to this Contract and fax signatures thereon shall have the same force, effect, and legal
status of originals.
f. If any provision of this Contract is or shall become invalid or unenforceable, the remaining provisions of this
Contract shall not be affected.
g. Time is of the essence in each and every term and provision of this Contract. All references to days herein shall be
deemed to refer to calendar days unless otherwise specified. In the event that the final date for perfonnance of any
act required by this Contract falls on a Saturday, Sunday, or legal holiday, such act may be perfonned on the next day
which is not a Saturday, Sunday, or legal holiday.
h. The waiver of a breach of any provision in this Contract shall not be construed as a waiver of any other breach of the
same or other provision of this Contract, including the time of performance of any provision.
i. Owner understands that this Contract is a legally binding contract. Owner represents and warrants that Owner has
read the tenns and conditions of this Contract, and has had a full and fair opportunity to consult with legal counsel of
Owner's own choosing concerning this Contract.
Fonn Date: 1/1/08 !9 OF 23
CONTRACTOR:
IRONBRIDGE MOUNTAIN COTTAGES LLC,
a Colora~mited liability company
n_ 1-;:: (J /? £? //.
oy. 1 """"""""-<...I.,..._.....,......,.,.....Y
It's Managing Member
~xY~
Fonn Date: 111/08
OWNER:
200F 23
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone(970)945~212
Job located at corr 18~~
PermitNo.-+f.uYo~R-3L_ ________________________ __
I have this day inspected this structure and these
premises and found the following corrections needed:
~~=z~~
~~ 4-~ ~4?&z4
)(Call for Re-lnspection
$50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
Date .. ?-/b-09 20
Building Inspector ~~-:;0--c~;o:::< ===
Phone (970) 945-8212
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at 00~ $~~ £h
Permit No. _4/,L'/--"08''-'-'-?...__ ____________ _
I have this day inspected this structure and these
premises and found the following corrections needed:
)(Call for Re-lnspection
0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction{s) have been made, call for inspection at 970-384-5003.
Date 3-/.3-r$ 20 c~;<===--____.
Building Inspector ~
Phone (970) 945-8212
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at -=V--"D-'-cft_c)~--.b~a.v=L..\...._f_,_(<}l.=<l~--2«--.5.-L------
Permit No. ---------------------------------------
I have this day inspected this structure and these
premises and found the following corrections needed:
lo T\llspec.=G• J;ml :.0~:
--r;~:~f'2!;L""~
0 Call for Re-lnspection
0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
Date--------------------20 ___ _
Building Inspector ----------------------------------
Phone (970) 945-8212
N 11083 o. ----~---------------Assessor's Parcel No. 2395-121-27-173
Date 8/27/2008
BUILDING PERMIT CARD
Job Address ----~0~0~4~5~B~e~n~t~G~r~a~ss~D~r~,G~VV~S~~(~Ir~o~n~b~ri~d~g~e~P~U~D~P~h~2,~L~o~t~1~7~3L) ______________________ ___
Owner _________ T:....::h.:..:o::..:m:.:s=-o::..:n~,:....:C::..:h.:..:a::..::d=-&:::..::L:.:is::..:a=-------Address Box 3223, Basalt Phone # _____ _
Contractor Hansen Construction Address 410 lronbridge Dr, GWS Phone # 384-3990
Setbacks: Front Rear RH, ________ LH _____ Zoning _____ _
s/f on csp w/attached garage & covered patic INSPECTIONS
Soi Is Test .......,,---------------------
Footing 9--/_s--0 8' y.c.~
Foundation <J--/7-r-·8'7'?-c..,J
Grout _________________________ __
Underground Plumb~·n
Roug_h Plumb1~~ =-DB' /9iii ~~=;~~i~n }_)}~
' Roofing ---::---------------------
Drywall 1'-/.{-z-2 ~
Gas Piping /1=-1':2--0812zn
NOTES
(continue on back)
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
Lot' \13
Date Issued --"'~.__.._-th_._\}--=-()t=-----Permit No._'~' 0"'---'~~---
AGREEMENT
In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations
related to the zoning, location; construction and erection of the proposed structured for which this permit is
granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location,
erection and construction of the above described structure, the permit may then be revoked by notice from the
County Building department and IMMEDIATELY BECOME NULL AND VOID.
~
Use 'S/f OV\ cs~ge " cotLpaF"'-'\=lO.___ _____ _
Address or Legal Description 0047 Btnl ~'--'t),..._I_~_,_Q.._W......:,.Sc__ __________ _
OwneJbO\MWVII CV\bfl l l\ID Contractor \!()'Ja>Y\ C()V\$
Building PermitType R es\cl~
This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection
INSPECTION RECORD
Footina I Driveway
-f Gfim;/)r 9'-/s--os ;?.<~
Foundation I Grouting ¢ 1 Insulation -r G,(&t( I'() p 9-17-0/3 .~<
/-13-0Cf~
Underground Plumbing Drywall
1-15'-o"?~
Rough Plumbing Electric Final {by State lnsp-e!ctor)
IJ-·1-z..~ot fd7v'c [P<iono~f-N ~~o/<J(
Rough Mechanical Septic Final
A//.4
Gas Piping FINAL J-/¢, o'7 f7Wf":?JP ~
J 1--'11---o"'d !0--vY\.
Electric Rough (by State Inspector) (You Must Call For Final Inspection)
(Prior to Fr~!:l/-f/ofJ or;--6?--Notes
Framing J-1-oq fiJW\
(to include Roof in place &Windows & Doors installed & Firestopping in place)
THIS PERMIT IS NOTTRANSFERABLE
For Inspection Call970-384·5003 On1ce 970-945·8212
108 8th Street, Suite 401 Glenwood Springs, Colorado 81601
DO NOT DESTROY THIS C RD
Parcel Detail Page I of 4
Garfield County Assessor/Treasurer
Parcel Detail Information
Assessor/Treasurer Property Search I Assessor Subset Query I Assessor
Sales Search
Clerk & Recorder Reception Search
Basic Building Characteristics I Tax Information
Parcel Detail I Value Detail I Sales Detail I Residential/Commercial
Improvement Detail
Land Detail I Photographs I Mill Levy Revenues Detail
~ Account Parcel 2007 Mill
Number Number Levy a
I 090 II R043345 1123951212717311 64.976
Owner Name and Mailing Address
!THOMSON, CHAD L & LISA J
IP OBOX3223
IBASAL T, co 81621
Assessor's Parcel Description
(Not to be used as a legal description)
ISECT,TWN,RNG: 12-7-89 SUB:IRONBRIDGE
IPUD, PHASE II, FILING 1' 2 & 3
ILOT: 173 PRE:R041489 BK: 1596 PG:871
IBK:l565 PG:600 BK:l560 PG:438
IBK:l560 PG:431 BK:l057 PG:0745
IBK:l028 PG:768 BK:I028 PG:597
http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=239512127173
I
I
I
I
7/25/2008
Parcel Detail Page 2 of4
jBK:1006 PG:743 RECPT:750271
jRECPT:750270 BK: 1822 PG:287
jRECPT:702424 BK: 1822 PG:283
jRECPT:702422 BK: 1822 PG:250
jRECPT:702421 BK: 1782 PG:269
jRECPT:6944 79 BK: 1782 PG:264
jRECPT:694478 BK:1747 PG:1
jRECPT:686745 BK:1218 PG:738
jRECPT:572583 BK:1218 PG:715
jRECPT:572582 BK:1217 PG:266
jRECPT:572131 BK:1206 PG:852
jRECPT:569200 BK:1206 PG:780
jRECPT:569199 BK:1206 PG:768
jRECPT:569197 BK:1206 PG:734
jRECPT:569195 BK:1206 PG:662
jRECPT:569194 BK:1206 PG:637
jRECPT:569192 BK:1206 PG:629
jRECPT:569191 BK:1206 PG:574
jRECPT:569190 BK: 1063 PG:0578
jBK:1063 PG:0571
Location
Physical 145 BENT GRASS DR GLENWOOD SPRINGS[ Address:
Subdivision: I~ONBRIDGE PUD, PHASE II, FILING 1' 2
I
jLand Acres: Jo
I Land Sq Ft: JJ8, 126 I
I Section II Township II Range I
I 12 II 7 II 89 I
http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=239512127173 7/25/2008
Parcel Detail Page 3 of 4
2008 Property Tax Valuation Information
II Actual Value II Assessed Value I
I Land: 16o,oooll 12,7401
!Improvements: 3o,oooll 2,3901
I Total: 19o,oooll 15,1301
Additional Value Detail
Most Recent Sale
Sale Date: 115/28/2008
Sale Price: 11403,800
Additional Sales Detail
Basic Building Characteristics
Number of Residential lo I Buildings:
Number ofComm/lnd lo I Buildings:
No Building Records Found
Tax Information
Tax Year Transaction Type II Amount I
2007 Tax Payment: Second Half ($808.30)1
2007 Tax Payment: First Half ($808.30)1
2007 Tax Amount $1,616.601
2006 Tax Payment: Second Half ($47.40)1
2006 Tax Payment: First Half ($47.40)1
2006 Tax Amount $94.801
http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=239512127173 7/25/2008