HomeMy WebLinkAboutPRJ98-0077 B09-0211 LEGALNOTE: THIS PERMIT MUST BE POSTED ON JOBSTfE AT ALL TIMES/':--\l(\fYlt -\\zt
TWNEVTLV
Town of Vail, Community Oevetopmenilffiuth Frontage Road, Vail, Colorado 81657
p. 97 O47 9-21 39'f . 97 O.47 5.2452 insoections. 97 O.47 9.21 49
MECHANICAL PERMIT
ASFR
JobAddress: 2955 BELLFLOWER DR VA|L
Location.....:
ParcelNo...: 210314307007
Permit #:
Project #:
Tolal Calculated Fees->
Additional Fees----->
TOTAL PERMIT FEE->
Payments------>
BALANCE DUE-**>
M09-0272
PRJ08-0077
ISSUED
12t15t2009
1?i23//2009
o6n1n010
OWNER PETERS, FMNCINE & ALAN 1211512009
20 FOREST HILL RD
TORONTO, ONTARIO M5P2P7
APPLICANT WESTERN FIREPLACE SUPPLY, lN i2l15/2009 phone: 668-3760
1685 PAONIA
coLo SPRTNGS, CO 80915
PO BOX 670
MINTURN. CO 81645
License: 323-M
CONTRACTOR WESTERN FIREPLACE SUPPLY, IN 12115/2009 Phone: 668.3760
1685 PAONIA
coLo SPR|NGS, CO 80915
PO BOX 670
MINTURN, CO 81645
License: 323-M
Desciption: INSTALL GAS FIREPLACE (GAS PtPtNG By OTHERS)
Valuation: $3.727.00
Mechanical Permit Fee-->
Plan Check---------->
Investigation-*-.*---->
$80,00 wi[ ca _-___>
$20.00 Use Tax Fee--->
$0.00
Total Calculated Fees*>
$4.00
s0.00
$104.00
$104.00
$0.00
$104.00
s104.00
$0.00
APPROVALS
Item: O51OO BUILDING DEPARTMENT
1211512009 JLE Action: AP
CONDITION OF APPROVAL
Condr 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMpLtANCE.
Condr 25
(BLDG.): GAS APPLIANCES SHALL BE VENTED AccoRDtNG TO CHAPTER 5 OF THE 2OO3 |FGC.
Cond: CON001 1217
SEPAMTE PERMIT REQUIRED FOR GAS PIPING BY OTHERS
DECLARATIONS
I hereby acknowledge that I have read this application, lilled out in fullthe information requirod, oompleted an accurate plot plan, and state that all lhe information
as required is corect. I agree to comply with the information and plot plan, to comply with allTown ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes, design review approved, Intemational Building and Residential Codes and other ordinances ofthe Town
applicable thereto.
BE MADE TWENW-FOUR HOURS lN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0(REQUESTS FOR
AM -4 PM. -...-..
Signature of Owner or Contractor
Print Name
mechcanical_perm it_041 908
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TOWNOFVAIL, COLORADO stst€ment*** * *{'*'tx' * 'l 't * {' 'l {"}'}*'t * t * * ** * *'t trt* 't * | * * {.* *++titt**{'*t.'aaat*r*r*r*r*****,t,t{,{, t *++ ++t,f t+tttf *i***
Statement Number: R090001904 Amount: 9104.Oo L2/29/2O09t2:13 pM
Palment Method: Check fnit: LrC
Notatj-on: 2483,/lfEsTEfirr
FIREPI,ACE SUPPIJY INC
PermiE No: M09-0212 Typer MECHANICAL PERMIT
Parcel No; 2103-143-0700-?
SiEC AddrCSS: 2955 BEIJIJFLOWER DR \IATL
Location:
rhis pal4ren!: g104.00 r"."lTi ffi;:. 3131:13
Balance: 90.00
* * * * * + * * * lt * r* r*,t 't'* * * * * *'l * ** {tlt* * * {' {r**'t*{!** *r!** * * * rt * 't * *'t * * * * * * + * * *'t * * * * * * ***********ttt *tf,*ta**
ACCOTJNT ITEMLIST:
Account Code Description Current tttt E
MP 00100003111100 MECTIAITICAIJ PERIT{IT FEES 80.00
PF 00100003112300 pr|Alr cr{EcK FEES 20.00wc 00100003112800 WIIJJ CALL TNSPECrION FEE 4.00
12115/2005 11:49 FAX s108215222 I|lESTER}I FIREPLACE @ 001/oo2
UECHAT{ICAT PER}IIT
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NOTE: IHIS PERMIT MUST BE POSTED Ow JOBSITE AT ALL TIMES
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 97 4.47 9.2'l 39, f . 97 0.47 9.2452, inpsections 97 O.47 9.2'l 49
ADD/ALT SFR BUILD PERMIT
Job Address: 2955 BELLFLOWER DR VAIL
Location......: 2955BELLFLOWERDR|VE
ParcelNo....: 210314307002
OWNER PETERS, FMNCINE & ALAN 08/262009
20 FOREST HILL RD
TORONTO, ONTARIO M5P2P7
APPLICANT COL CONSTRUCTION, lNC. 08/26/2009 phone: 970-390-4529
PO BOX 4573
VAIL
co 81658
License:835-8
CONTMCTOR COL CONSTRUCTION, lNC. 08n6l20lg Phone: 97G,390-4529
PO BOX 4573
VAIL
co 81658
License: 835-8
Description:
ADDITION AND REMODEL
Ocoupancy: R3
Typ€ Gonstruction:VB
Single Family Residence
FEE SUMMARY
Valuafon:
Total Sq Ft Added:
809-0211
PRJ08-0077
ISSUED
08t26t2009
12J2U2005
04/03/2010
$81,000.00
262
Building Permil Fee---->
Plan Check-----
Add'l Plan Check Hours->
Investigation----------->
$800,75 Will Cal Fee------------>
$559,49 Use Tax Fee----
$1 10.00 R*tuaranl Plan Review--->
S0.00 Recreation Fs€------------t
Total calculated Fees__._>
$4.00
$1,420.00
90.00
$39.30
$2,993.54
Total Calculated Fges-------->
Addiiional Fees------_---->
TOTAL PERMIT FEES---._--.>
Paymenb-----
BALANCE DUE-*------------>
s2,993.54
$0.00
$2,993.54
$2,993.54
$0.00
Permit #:
Project #:
DECLARATIONS
I hereby acknowledge that I have read this application, tilled out in full the information required, completed an accurate plot plan, and state that allthe information
as required is correct, I agree to comply with the information and plot plan, to comply with allTown ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes, design review spproved, International Building and Residential Codes and other ordinances of the Town
aoolicable thereto.
BE MADE TWENW-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
tL- )L-,27
bld_alt_construction_permit_04'l 908
. APPROVALS
Permit #: 809-021 1 as of 12-22-2OQg Status: ISSUED
Item: 05100 BUILDING DEPARTMENT
09/03/2009 cg Action: CR
F:\CDev\CHRIS\PERMIT.COMMENTS\809-021 1 \809-021 1.DOC
09/25/2009 Martin Action: AP
12118/2009 JRM Action: AP APPROVED
REVISIONS. to remove chimmney, add fireplace in EHU, add
window in dining room.
Item: 05400 PLANNING DEPARTMENT
0812712009 npeterson Action: AP Approved plans
date stamped August24, 2009.
1212112009 Warren Action: AP The changes
removing the chimney are approved.
ltem: 05600 FIRE DEPARTMENT
08/2812009 mcgee Action: CR Contacted GC and
set meeting to discuss Phase 1 and Phase 2 plans.
Scale not readable (1:6.67 and varies each page).
09/09/2009 McGee Action: CR Vail Fire &
Emergency Services
Plan Review: Peters Residence
2955 Bellflower
809-0211
1. Initial review at 1:6.67 scale indicated structure was
not within 150 ft to all points of the eliterior of the
first floor.
Subsequent review of digital plan indicates structure is
somewhat accessible; within range but limited pedeshian
access.
2. Plans showtwo phases. Phase 1 must be designed to
"stand alone" in the event Phase 2 does not occur.
3. Increase of fire and occupant load is indicated. Under
IFC 901.4.3, a monitored fire alarm system is required.
4. A wildland urban interface assessment is required.
Contact Tom Talbot at
970 477-3509. The addition of square footage in a
wlldland interface "red zone" and the exterior finish
materials including wood roof and cedar siding, poses a
significant risk. Final determination of whether a fire
spiinkler system is required will be based at least in
part, on the risk assessment and the applicant's proposal
to mitigate the risks.
Plans do not accurately depict existing conditions with
respect to trees and exposure to fire.
5. Existing fireplace may need to be replaced if it is in
an unsafe condition beyond repair without replacement of
the firebox.
bld_alt_constructionJcermit_04 1 908
6. New gas log set is limited to 100,000 BTU capacity.
_
End of Review
09/282009 McG€e Aclion: AP Resubmittat22
Sept 09.
Monitored fire alarm required due to aditional of fire
and occupant load.
Item: 05500 PUBLIC WORKS
09/08/2009 cdelles Action: AP Approved plans
claied August 19, 2OOg
rlhriw*$H*arFsffi arrhr*Hf .rff Hft rs..nr*rnls.*frfr rra*ff r..rirrrrrsff ttrri)
$ee the Condi0ons eectlon of thir Document for any that may apply.
bld-alt-son$truc,tioriSerm[()41 90S
, CONDITIONS OF APPROVAL
as ot 12-22-2009 Status: ISSUED...:..::::::_i.:"::::.._..r**.***r.**{n*.*
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUTRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 16
(BLDG.): (SFR) SMOKE DETECTORS ARE REQUTRED PER SECTTON
R313 0F THE 2003 tRC.
Cond: CON0010965
The applicant shall re-roof the entire roof structure with
the new material prior to final inspections of Phase I if
Phase ll has not had a Building Permit issued and work has
oegun.
bld_aft_constructionJermit_041 908
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TOWNOFVAIL, COLORADO Stat€m€fitrr*r**{t|| 'l't't**f, +f f {rl'l** * 'l | * *:t*'t {'*t tt f *!t *rrtt*tr*rt*taa++ttalatt**ttta**ttttt*|l*+:}ttt tt+*rt{{{t
statement Nurnber: R090001,?98 Amount: 1277,75 L2/2212oo9O9:51 All
Payment Method: check
CONSTRUCTION
fnit: ,TtE
Notationr 5029 COL
Permit No: 809-0211 Type: ADD/ALT sFR BUfIJD PERMIT
Parcel No: 2103 - 143 - 0700- ?
Site Addrees: 2955 BEIJIJFIOWER DR VAIIJ
L,ocation: 2955 BBIJIJFLOIIER DRM
Total Feea:
ToEal- .ALL Pmt,s;
BaIaRce:
1277 -75
#2,993 ,54
12,993 .54
$o. oo
This Payment :
* * 'l * 'l * l* * * +* +**** * * ** ***'l*'l*+*+***l*attt* r*****+++*t 'l * * | | | * | **** * * * * * * + | t | | | t | * * t a * | * a t f rttr
ACCOIJNT ITEM LIST:
Account Code Description Current Pmts
BP 00100003111100
PF 00100003112300
IrT 11000003106000
BUII,DING PERMIT FEES
PIJAN CHECK FBESgsE TA:( {t
35.00
132.75
1L0.00
Revision Submittals:
TRANSM|TTAL FORM 2T 7(
1 . "Field Set" of approved plans MUST accompany revisions.2. No further inspections will be performed until the revisions are approved & the permit is re-issued.3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance.
Permit #(s) information applies to: Attention:
bo?- oLt I
(yJ Revisions
( ) Response to Correction Lefter
_atlached copy of correction letter
( ) Deferred Submittal
( ) Other
Proiect Street Address:
z?s-{ Bn//{/o*t-
(Number) (Street)
Euilding/Complex Name:
(Suite #)
Description / List of Changes:
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Date Received:
city:4; /stare:CO 7ip, 8l( f9
Contac{ Name:
Contact Phone:4fz
co pany,(ol Cntf.uo{tn.^ Z
B./
3la -
Valuations (Labor & Material))
Buikfing: $ It'o,e
Plumbing: $_ /-_*-=--=-
Efectrical: $ .--
Mechanical: $ --
Total: $ 5 5-a <>
ld)trGErt=ln\
tit DEc 16 mos !;
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t) rounoation design u*"o iipoo ;qi" noj'" b;J;"iff'EiffiAiffi -r"'-*q' *
Investigatiou of an Addition" as pr€pared by LKP ENGINEERING, INC., Projcct \.12)Live loads used for design-
. -Roof-100 psfsnow (pikhes up lo 4: l2).
# 09060 dated Ociob€t l?,2009. lnstallation ofpcrimctcr drairs ard sitc
19)A.ll nraterials exposed to exlerior and or moisture couditions shall be trcatcd for
these conditions (i.c,, chcmical treatment stainin& paintilg, damprcofilg,
mcmbranes, flashing, elc.) as rsquired by codc. All materials to be trqated for fire
resistance as reauired bv code. F
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-89 psf (pitchcs greatcr thm 4:12).
-Floor-50 psf residential.
-Deck-100 psf.
-Wind-go mph (3 second gust), Exposure B-
-Eadhquake-Zone C-18C.
l3) All constmction must comply with the 2003 International Building Code as' edoptcd by the Town of Vail Building Dcpartmenl lrd the "General Conditions of
the Contracl for Co$truction" (AlA Document A20l). All construction must be
completed within the tolerances de$cribed in the "Rcsidential Construction
Performance Guidctines" as prepared by the NATIONAL ASSOCIATION OF
HOME IUILDERS.
14) Constmct walls as follow6-
-Exterior-2x6 @ 16" oc.
-lnterior-2x4 @ 16" oc, unlcss notcd othcrwise.
I5) All beams, joists, and rafteG are to bear upon walls or beams, or be hung with
SMPSON Strong-Tie hangers or approvc equals.
i6) All structural mcmbers are showo in lheir final positions properly braced and
, supported; during construction it may bc necessaq,, to tcmporarily shore portions
ofthe structurc while othcr portions are being constructed, Contact the engineer
for consultation as required.
l7) General Contractor is responsible for all non-specificd connecliom, contact
cngincer for dctails as required. The enginerr is to approve all sfuctural
substih ions.
l8) General Contractor is to coordinale all diaphragnr penctrations (i.e., chimncys,
plumbing, scwers, €tc.) through floon, walls, roofs and foundation walls with
apprcpriate sub-€ontractors. G€neral Contlactor is responsible for the means,
methods, techniques, sequcnccs, procedures, wor*manship, scasonal scheduliDg
and job-sit€ safety associated with this project. The General Contractor is to
verify all dinensions and eleysdons with lhe architectu|al drawings. Notify
engineer ofall conllicts and omissions between various elements of the working
drawings and the existing conditions prior to commencing with that portion of the
project. General Contractor is to impect remodel projeck and verify prior usc and
proper disposal ofexisting materials (i.c., asbestos, ctc.) as rcquircd by code.
Id€nlity ofall Existing hidden slructur€ based upo[ plans by SC dated May 15,
1978.
# 0qJ60 dated Ociob€t lZ, 2(N9 . lnstatlaUon ol psrun€tcr drarrs and sltc :
iEigatiotr to conform with soils report, field test drains bcforc backlilling, All .,'
footings are to bear upon natural undishnbcd soil or compacted structurd filI as I
2)
approved by the soils cngincer. Soils engineer to insp€ct basement 8rea! for
radon gas. Install radon gas systeirr benealh concrete Elab6 whcn requircd by the '.*']' "ry-T:': _!: itgqv rgw9ar"j4.sj9q. .'. ::-^ ---lJ-\, --,
All new tounclltrol,I around penn]eler oI slruclure snall naYe mrnrmum lrosl
protection of48" to bottom af footing. All foundation walls and columns tq be
centercd on concrete footings unless shown othcrwisg on plans.
All cast in place concrcte must be made with Portlard cement and attain
minimum compressive strength of3000 psi after 28 days (minimum compressive
strength of4000 psi ailer 28 days for concrele used in slabs). Design bascd upon
BUILDINC CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI
3 I 8), I 999. Concrcic placement to confomt with "Constnrction Requiremcnts" as
deftned in ACI 3 I E, All concretc slabs on grade must bc provided contlol (scored
or cut) in accordance with soils rcport. All exposed edges olconcr€te shall have
%" clramfer. Concrclc work shall not havc any horizontal coldjoints u4less
authorizcd by the cngineer. Field coordinate all vertical coldjoints with structural
€ngineer, usc continuous vertical wate. stop at all coldjoints.
Reinforcing steel is ASTM Gradc 40. All welded wire fabric must conform to
ASTM A185. Reinforcement placement shall conform lo MANUAL OF
STANDARD PRACTICE, 2001 as prepared by CRSI. All lap splices to bc
minimum 36 bar diameters, all horizontal r€inforcement to be continuous around
comers and at wall i ersections, Minimum reinforcement protection-
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5) All lunrber shall be Doug-Fir #2 S4S or better, all wolmanizcd lumber shall be
Hem-Fir #2 S4S or bcttcr (all lumber within 18" of finish gradc must be
wolmanized). Provide solid blocking at 8'-0" on ccntcr in all diapkagms. All
columns to be continuous b€aring to foundatiou. Window columns specified on
plars are tdmmers, providc onc king stud for openings to 6'-0" and 2 king studs
for openings over 6'-0",
6) Glulam nlat€rials, maoufacture snd quality control shall conform to STANDARD
SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF
SOFTWOOD SPECIES, AITC 117-2004 and TiMBER CONSTRUCTION
MANUAL (5'i cdition) as prefaral by AITC . Simplc span beams shall be
Combinatiol Symbol 24F-V4 with no camber. Continuous or cantilcvered beams
shall bc Combinatiou syrnbol 24F-V8 with trc carnbcr. Clulam columns shall bc
Combination S),mbol 3. Adhesiv€s shall confom to the requirements for wet
conditions ofservice
7) Structural steel shall be ASTM A36 or b€tter cxc€pt Wide llanges shalt bc A992
. or bettcr, pipe columns (noted on plars as pipe, in manual as HSS round) which
strall conform to ASTM A50O Gradp B (Ff-42 ksi) or bcttcr, tubc rtccl columns
(noted on plaru as TS, in m.anusl ss HSS tectsngular or squqr€) which sbdl br
A50O Gradc B (}f-46 ksi) or bcttd, anchor bolts and bolts shall be A307 or
better, All skuctural gteel is to be delailed' fabricated, Paintcd and eracied ifl
accordance with AlSc STEEL CONSTRUCfiON MANUAI. 2005 snd coDE
OF STANDARD PRACTICE. Atl wclding to br pcrformcd by a ccriified welder
and conform to AISC and AWS STRUCTURAL WELDING CODE, 2000' all
electodcs to bc EE-7OXX . Grout beneath all brse plates and beam bearing
platcs shall be non-shrink epory with minimum 28 day compr$sivo rtrcngth of.
!O00 psi. All Trubolt Wcdgc Anchors to bc installed eccording to manufschr€i's
specifi carioru and dctails.
8) BCI'S and versalams (2.0E) arc as manufactured by BOISE CASCADE
CORPORATION; scc shop drawings and manufacturcrs siandard dctails All
built-up Versalam beams musl be glued with PL400 urd nsiled wiih 2 mws of
l6d spikcs @ I' od. Versalams deeper than 1l 7/8'or morc than 3 mcrnbcrs
built-Lp rnuit be boltcd together with 2 rows of 5/8" diemctcr bolts 6p'ccd @ 36''
oc staggered. Mctal X-brdcing required at 8'-0" oc in gll diaptuagmg. All
alt€malcs to b€ reviqwcd and aPproved by thc enginecr.
9) Sheath floors with r/i' T and G plywood with miuimum spu rating of40/20 or
better and gtue with PI-40O. Nail pl]$'ood with 1 0d @ 6" oc to all joists' field
coordinate screw option' Cover decks with 2x6 Redwood with 2 Ecrews per -..-
bearing point.
l0) Shealh roofs with 5/8" plywood with minimum span rating of 4(V20 or Mter'
Nail plywood with 8d @ 6" oc at Panel €d8€s and l?' oc at int€rmediste
membErs.
I l) Sheath all cxt€rior walls u'ith /," plywood with minimum span rating of2410 or
better. Nail with 8d @ 6" oo to dl studs.
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