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UNU
BUILDING PERI.|IT ISSUANCE TIME FRAME
If this penTlt requlres a Town of Vail [ire Department Approval,Engineel's (Public r,/orks) reyiew and approval,'a planninii'oepa"t
"ntI:yj:I_gi-Hea't th Deparlmqn!. review, anit' a revf ew by the 6uiiirrnsuepartJxent' the estirnated tirib for a total review may take as l6ngas three weeks.
l]] "gry:.Sial (large or smail) and ail mutti-family permits wiilnave tq follow the above mentioned maximum requireminis. Residential
:19,:rul) projects-should take a lesser amount of time. However, ifresrdentral or smaller projects impact the various above mentioned
9911"!T:nq,-wtlth regard. to necessary review, these proje.ii'ruyalso tal(e the three week period.
Every attempt will be made by this department to expedite thispermit as seon as possible.
I' the undersigned, understand the plan check procedure and timeframe,
75 south tronlage rord
wll, colorado 81657(303) 479-2L38 0i +tl-Ztazs
Date
Communi ty Development Department.
otllce ol communlty devclopment
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75 soulh fronlage road
uail, colorado 8'1657
(303) 479-21.38 or 479-2L39
TO:
FROM:
DATE:
SUBJECT:
offlce of communlty developmenl
ALL CONTRACTORS CT'RRENTLYL REGISTERED I{ITH THETOWN OF VAIL
TOWN OF VAIL PUBLTC WORKS/COMMUNITY DEVELOPMENT
I,IARCH 15, 1998
CoNSTRUCTION PARKING & MAIERTAL STORAGE
rn summary'.ordinance No. 6 states that it is unrawful for anyperson to litter, track or deposit any soi1, rock, sand, debrisor naterial, including trash bunpster!, poriable i.oilets andworkrnen vehicles upon any streetl siaewait<, ;li;y or public.ql?:"_:r any portion rheieof. rhe risht-";-;;t-;n art rown ofvalr sE,reets and,Iga_ds is approxiurately 5 ft. off pavement.this ordinance wirl be striliry enrorcLo by the iown of vaitll?*i: works Departnent. persins found viiratinq this ordinancewrrr'_ Ee glven a 24 hour written notice to remove said material.rn the event the person so notified. does not conpiy wiirr th;--notice within the 24 hour tirae specified, in.-p"[iic worksDepartment wirl remove said mateliar at it. ."p""se or personItotifie-d: The provisions of this ordi.nance snifi-nor beapprrcable to construction, maintenance or repair projects ofany street or alley or any utilities in the right_a_way.
To-review Ordinance No. 6 in ful},Vail Building Department to obtaincooperation on this natter.
Read and acknowledged by:
please stop by the Town ofa copy. Thank you for your
uace
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Plan Review Based onthe 1988 Unifo:m Codes
PROJECT NUMBER:61991 NAME:PRITZKER RESIDENCE
ADDRESS:303 GORE CREEK DR DATE:6-19-91
CONTRACTOR:GEORGE SHAEFFER CONSTOCCUPANCY:R-I- ARCHITECT:SNOOWDON & HOPKINSTYPE OF CONSTRUCTION:V-1HR ENGINEER:
DRB APPROVAL REQUIRED:YES PLANS EXAMINER: DAN STANEK
coRRxcTroNs REQUTRED
The items listed below are not intended to be a complete listingof all possible code requirements in tbe adopted codes. It is aguide to selected sections of the codes. The following is not tobe construed to be an approval of any violation of any of the pro-visions of, the adopted codes or any ordinance of the Eown of VaiI .
1. EXISTING FIREPLACES CHASES TO BE 1 HR CONST,2. ALL SMOKE DETECTORS REQUIRED TO BE ON THE SAME CIRCUIT.3. GUARDRATLS AND HANDRATLS TO MEET REQUTREMENTS OF CH. L'7& CH. 33 OF THE UBC.4. MECHANICAL VENTTLATION REQUIRED FOR BATHROOMS THAT HAVE NO
NATURAL VENTTLATION.5, AREA SEPARATTON WALLS TO BE INSPECTED AT FRAMTNG AND FIRE
RATING TO BE KEPT IN TACT.6. ANY STRUCTUAL QUESTIONS THAT ARISE ON SITE TO BE RESOLVED BY
ENGINEER.7. NEED TO VNRIFY COMBUSTION ATR FOR MECHANICAL ROOM.
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27 June 1991
Pan Hopkins
SNOWDON & IIOPKINS ARCHITECTS20L Gore Creek DriveVail, Colorado 8L652
Subject: Pritzker Residence RemodelVaiL Townhomes, Units 5A and 58Vail, Colorado
Dear Pam:
at_y-oqr reguest this office has been asked to review the structuralnodifications to the above referenced project. All nodifiedelements neet the i.988 uniforn Building code ds adopted by the Townof vail Building Department and are based upoi arctiitecturiidrawings dated 5 ;rune 1991-. The folroving'items have leenfeviewed:
a) NEw LTNTELS FoR OPENTNGS rN l{AsoNRy-windows 3f 6,1-t and l-3 willbe cut into existing gn urasionry warls. Ttre windovs nust ne-placed to conform with existing nasonry coursing (openings inurultiples of I"). rnstatr an L 6 x 6 x-5/L6 as riniei rnaiinrunopening to be.5r-Otf). llininum bearing each end to be 4r.connect the lintel to the existing masonry with s/g* diameterTrubolt wedge Anchors e l-6rr on center aC arternate cerlsgrouted solid. crout alr bearing points and each cell arongthe sides of the proposed openingl tull height.
b) sPA Rool{ UNDERPTNNTNG-The existing concrete slab wirr bereplaced with a nerd concrete slab up to 24' louer than theexisting. This will be accourplished with a two stagefoundation underpinning proceis (see Figrure r. attacrrlal. Allhorizontar reinforcementlo have mininum-32r' rap splice ietweenstages. The existing wood foundation walt totrre east of theroom is inadequate for being backfirred with earth, replacewith an all-weather l'rolmanized wood waI1 . Field coordinale anyassociated details.
c) T,EVELTNG ExrsrrNc srRUcruRAL sr,AB BETWEEN tNrrs-The existing8f' thick structurar slab has deflected approxinateiy i-a/4r;:r am unable to v.erifv if this defrectiori -occurrea duringi -
construction or is the result of creep over the years.conseguentially, this stab is not to releive additfonal topninoto level the slab without being reinforced. Reinforce*iii 'consists of adding a new bean phrallel to and rnidspur,-i"lr"""
cfvlf, archltectural and structural englneering o p.o. box 2747 vail,colorado 91659 476-2627
Page 2
Pam Hopkins27 June l-991-
the party walls spanning 1.6r-Oil from the front wall to thebearing wa1l. The beam can be 4-ldl 1 3/4 x tB or eL A 3/4 x.LE L/2 or wlo x 39 or w12 x 30. Each end must be supported bv4'2x6 or Ts 3 x 3 x L/4 to foundation. r.evel trre exilling slaLwith Glpcrete or lightweight'concrete. Grout or shin i1lbearing points. rf this beam is to be added, field coordinateall associated details based upon seleeted option.
d) NEw RooF BEAI'I BETWEEN uNrr 58 DTNTNG RooM AND r-,rvrNc RooM-Aportion of ttre 8rr masonry warl will be removed. The nelr beamabove mu6t be 4-2xl-0 or 3-ML L 3/4 x 7 L/z with a beam pocketat each end. Minimum bearing to be 4r with a clip angJ_e at. each end to connect beam to uasonry.
e) ExrsrrNc HEADER RErI\TFoRcEI'fENT-The existing header over door 4consists of 2-2x4 and supports the gl thitk slab above andassociated 8rr masonry wal1. The existing header must bereplaced sith a Z-Zxb header. Shim and drout bearing pointsas required.
f) DECK BEAM RETNFoRcEuENT-section L/A3 on the architectural plansreferences 2-ltl I 3/4 x l-4 added to an existing unknown Lean.The unknown bearu is a Doug Fir 4xl-c which nust be repositioned.as shown in Figure 2 .attached. supporb the new bean in a beanpocket in ttre nasonrf'qlarty wall on the east end of the beam,minimun bearing to be 4.. see Figrure 2a for saddle detail tobe added to the existing 3 L/zt diameter pipe column on thewest end of the beau. The nerr 2-2xB € L6" on center deckjoists must be connected to the existing 8r' masonry warl on thenorth with a 2x8 ledger with 3/4r dianeter x 6 {12n Trubol_tWedge Anchors 0 15" on center into grouted ceIls.
9) NEW sKr rscKER-A ski locker wirr be added to the exterior ofthe existing g't masonry wal_ls on the south side of thebuildlng. rhe ski lockir will be supported by 2x6 shear walls.The edge 2x5 of the valls and the rooi must be connected to themasonry with 4-518'. diameter x 5 l/2^ Tr,rlbolt l{edge Anchorsinto grouted cells. l{alls and rooi are to be constructed of2x5 € 16rt on center, wa1l openings top and bottom are to bereinforced with 3-2x8. sheath root and walrs with S/Bn plywoodglued with PI400 and nailed with 1Od @ 6il on center.
h) MrssrNG wrNDow HEADER-windows l-6 and l-7 do not have a headerabove. The new windows require Z-Z&LZ or 2-ML L 3/4 x g L/zheader with 4-2x4 mullion between bearing upon new beambeneath.
i) suPPoRT oF RooF ovER IJNrr sB LowER LE\IEL NoRTH DECK-Renovingthe existing roof for the new upper level deck requires thai
Page 3
Pam Hopkins27 June L99L
the renaining roof over the existing main level declc besupported. Add a 4x4 column above the existing deck colunrrbelow. Support the roof with two Z-Zx-LO beams placed roughlyabove the existing edge of deck similar to deck beams feior*.Field verify that the column is bearing upon an existl_ng padand pier at grade with adequate frost protection.
j ) sTRUcTttRAr, spEcrFrcATloNs-see Figrure 3 for structuralspecifications.
upon review of these structural nodifications contast this officeto discuss which options have been chosen and to coordinateassosiated details. ff you have any guestions regarding thisletter please contact this office at the phone nuuber sho!,rn on thecover sheet.
Sincerely
THE I{J
MarkPresi
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A]'l concret€ nu8t attain ninluuu eo4prees!,ve atreDgitu of 3ooolgllfler 28 alays. Deelgn based updn nur-rbruc cooeREAIIIREI{ENTS roR REINToRC-ED CONCRETE (ACI318), 1989.Relnforelng Btael 18 craal€- {to for f l ' ana- l-s' 'L"., f G andgreat€r to be Grads 60. Relnforcenent placerent elira1l confornuiln,UANUAL OF STANDARD pRegIICE r rgge -as -preparca Uy CnSi.--All lulber sbatl bo Doug-Flr fz br betteriiif sofaillfzEa -
Iurber Eball be E€o-Fir -lZ or bettergtructural Bt€el Bhall b6 t36 or b€tt€r, rncbor bolts and bolts6baU be A3o?. AIt Etructural st€ql is €J-fe detailed, --- -fabricated and ere€tect ln accordance sltU efSC SPECIFICA'TIONS,1989 and CODE OF 8AANDABD P&ACTICB. Hf wefa.ing- to -be----'
p:I!90-?9_ry a certlf,ted uelaler ana contom ut-{f XiC.na erweIRIfCntRAIJ r|BlDIt{Gi coDE, 1990. Alunrbolt WeaSe Anabor6 ;dRa!se!9 to.be fuEtalfed acoordltrg to Danufacturergapeclflcatlona.l(icEolr"'q are aE lanufactured _by I,hX'SS{OIS! CoRpOAAIION. A1lb+lt:up t{lcrolan bearE uu8t bi glued rltU pUOO anal nalha-ulEu Z roPt ol 15d st'ikes t 9r OC. t{lctl]lrtrF. d€eper than 117^/8. fri't. be bolteal togetler nftU z roin oC -f]1. aiaret r mftse ,l8r oc top and bottdn.Sheath floors wlth 3/4r pu'nood or orientad Btaand board ult-h*t+1-+ 6pan rarlns' ot_ iojzo ;r-Delt€r-;; ir"" rttu-pr.loo.I.ll_ply.-9d r,ttb :'od € 6n-oc to al1 JoiaG. cover dgcl€ sItJr2x6 Rednood sith z Ecreua per teartnd rotnt.!I9,"th rootB rlth s,/si plfr,ooat or oif6nGa -etrand board sltbxJl:llT epan rartng ot 4o/2o or better. Balt pu4rood sltli ad:9-^.oc _a_r pafret- edges and 12, oc aC lnterruedilto reuberB.DaeaEd arr ert€r'.or salla rd,th l,/2r plyrcod or oriented rtraadI?ar^d-titb uJ'nlu.-:6pan rathg br Z'ry'o Lr *tter. rali-nftU:? E g- oo aE panel ectges andl 12r oc at lntsrDediat€ studE.Ilive loads used for deaign--noof-8o psf anos.-trIoor-{O psf resldential.-Deck-100 psf.
-fl1nd-25 Psf.-Ealthqualce-Zone 1 I'BC.10) A11 constructlon uusg _coDply vi!! th9 1988 ltnlforr auilillngCode as adoDt€(l bv the -Tosn oi3 Vall Buildllng Oepartlent an-ije' rc€Deral co-nattf6ns of th€ co*;t ;;r c5riednrction" liuA -
. Doculent .1,201) .1l) construct sall ae follous--D<tarLor-2rd € 16r oc.
-^. _ -Int€rtor-zr4 e 16i oc., un1esE notad othenrlEe.12) l!1- bo€!a, Joists and raiters are to-;; upon vatls or beansOR_b€ Dung vltb SIltpSOl{ StronE-Ble langerg of approved €{uafa:alt connectl'on barduare as nanufacturEa rn; sii6s-o'-s-taig-dior approved equals.13) AII_ Btructural llelbers are shorrn ln their flnal poeltton.durlng aonEtruction Lt ray le necessarl,-L-.ii"-".-ii-riiiii! "ttb. strjuatur€ wb:tle g.!b€r pofrlona ars-belng conl5i|xrctaa.
_ contaot tb€ rtructural. ^engineer tor eoneuftalf-on -aJ i.qufi"ea.14) contractor Is. reE_ponelblJ for atf non-tpecifi€d ;m#ti;d;contact Etrustural eng:ineer for detailE Ls requfred.15) contractor ie to coordiaate a1I diapnra$ perieGiiionE (la,9hiuley9, pl'r"hing -aeser6 r etu.) tri""d f,ioore, rootE ina'foundatl.on r.atlr iLth- appiopriale eul-6ontractoie. ceneiifContractor ie reeponeibfi t6r rcaas, rctUoas, tecbnicrues,. Bequ€nces and_ _Ilrocedlres assoclatfd iitb thls pro: ect.- - llolf eVenglneeE of all conflicta or orlssions betce€n various etelentlof tb€ vorhlng dtraslngB and th6 eristing condliG;; Ui"-re --
couenclng
- witlr tbat portlon-o! the proJ-ect. faentfty- oi aff:ltlllg hldctEn structurat erercnte'Uas-ea upon vlEuafrnBpercrtoD of deuoutlon of nelgbborinS untts.16) Al1 &rterl'ara exFoffid to G*eri6t anaToi roisture condrtloneshall.be treated -tor qrcs.e coaaftions-li-e-, nrrenrfi1 iig"d;"t,stainlng, paintl.ng, etc. ) sB reqrdied bt'code.
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2 iluly l-991-
Pan Hopkins
SNOWDON & HOPKINS ARCHITECTS
201- Gore Creek DriveVail, Colorado 91657
Su-bject: Fritzker Residence RemodelVail Townhomes, Units SA and SBVeil, colorado
Dear Pam:
The purpose of this Letter is to confirm the following pointsregarding the above mentioned project as dl-scussed between SffisffnnCONSTRUCTION, Dan Stanek, TOV Building Inspector and [MC:
a) GLUTJAI*I BEAM oPTroN-The Grulam beam option referenced in partc) of the letter by this office dated 27 irune l-991 has blenselected by tle gyner to help support the additionar loadingon the concrete floor above. Ttre existing concrete floor iiserf-supporting, the new beam is not the lrinary structuralmember. Due to this fact, Dan stanek, rov Buirdlng rnspectorwilt -r.rot reguire that the Glulan beam be wrappea witrr aiywarifor fire protection.
b) coDE col.lPLrANcE-Atl structural elements which are altered inany way uust comply with L988 uBc as adopted by the Town ofVail . Due to the linited amount of altere-cl structure it is notnecessary to upgrade unaltered structural elements to presentcode.
c) IIPPER LEVEL uNrr sA-The existing north half of the froor isframed of random.lay-yp 4x5 decking spanning up to l_4'-6il.This floor is noticeahly spongy ano aoel not Joniorn to presentuBc code- The owner has authorized replacing this flgor. seethe attached plan for franing informaiion. t.
g) NORTH DEcKs-The existing north decks are framed of 2x4 joistse 32r on center, and are noticeably spongy. neptace fheeTisting ledger vith a 2x6 redger c-onnEct6& to the brock wallwith 3/4tr diameter x s L/2,' Trubolt wedge Anchors e 24r oncenter.into grouted cells. Reinforce the existing joists withDoug-Fir #2 2x6 € L6" on center hung both ends.
e) RAFTER coNNBcrroN-The existing rafters in the bedroom of theupper r-evel of unit sB are bearing upon a 2x2 ledger nailed to
the mj mueller co., inc.
clvlf, archltectural and structural engineering o p.o. box 2747 vait,cotoraclo 81658 476-2627
f) TNFTLL oF lrfasoNRy opENrNGs-An old window was filled in withframing during a previous remoder. This "oneition c.r, u" ---
r9!-ai1gd provided the inside face of the rrani.ng is coveieawith 5/8tr dr1rwall.
lge tn9 retter by this office dated 22 June i-99r_ for the baranceor engrneering information concerning this project. rf you haveany guestions regarding this retter trirease c]ontict tnis oiri"" "ithe phone nunber shown on the cover sheet.
Page 2
Pam Hopkins2 July J-991-
the existing bean.bearing condition.
IrlJMltc
cc: Rick Winkeller-SHAEFFER
Dan Stanek-TOV Building
Add hangers to all_ rafters lrith this
CONSTRUCTION
Department
Sincerely yours,
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PERMIT NUMBER OF PROJECT
DATE
I rowN oF
7 y ln--a 2-
INSPECTION
THUR FRI
our.f\ut't
REQUEST
VAIL
INSPECTION:
a-.)
JOB NAME
MON
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CALLER
ES
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READY FOR
LOCATION:
PROVED
CORRECTIONS:
N DISAPPROVED tr REINSPECTION REQUIRED
l-L"6
il,-tqt-aln
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
N ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION i STEEL
tr FRAMING
._r ROOF & SHEER" PLYWOOD NAILING N GAS PIPING
N POOL / H. TUB
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
N HEATING
EXHAUST HOODS
tr CONDUIT SUPPLY AIR
tr FINAL
INSPECTOR
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MAXIMUM COMFORT POOL & SPA
40928 U.S. HWY.6 & 24
E AG LE.VAI L AUS/NESS CENT ER
P.O BOX 2666 o VAIL, COLORADO 81658 . (303) 949-6339 JuIy 31 , 1991
TO: George Shaeffer Construction Company
Addendum to Pritzker Spa plan
Dated 7 /7 /91
RE: Reinforcing st.eel schedule
Reinforcing steel to be as noted in "general notes"on spa plan. Additionally, reinforcing steel bars areto be #4 bar 6 inch maximum distance on center
between horizontal bars and 12 inch maximumdistance on center between vertical bars.
I
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,l-
-INSPECTION REQUESTPERMIT NUMBER OF PBOJECT TOWN OF VAIL
oor= 7 -tt -f / JoB NAME
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tr FOOTINGS / STEEL
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NDERGROUND
tr FOUNDATION / STEEL D
D
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tr
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tr
tr
ROUGH / D.W.V.
tr FRAMING ROUGH / WATER
n ROOF & SHEER
-.PLYWOOD NAILING GAS PIPING
tr INSULATIONI
O SHEETROCK
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NAIL
N FINAL FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
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trtr .FtNA{_FINAL
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COHRECTIONS:
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I JoB NAME
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TOWN OF VAILPERMIT NUM
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, JOB NAME
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ELECTRICAL:
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MECHANICAL:
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INSPECTION REQUESTTOWN OF VAILT
JOB NAME
MON
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READY FOR
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PERMIT NUMBER OF PROJECT
oor. \-.\'
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{, PLUMBTNG:
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pffouGH / D.w.v.
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o
tr FINAL
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NFisnop
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JOB NAME
MON TUESREADY FOR
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INSPECT
CALLER
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tr FOOTINGS i STEEL
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tr ROUGH i WATER
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PERMIT NUMBER
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VAIL
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TUES WE THUR
JOB NAME
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TIONTOWN OF
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DATE JOB NAME
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INSPECTION:
CALLER ?Ar-er \/ nt t.t^1 7 (,.? er i) r <,qr
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CORRECTIONS:
tr DISAPPROVED D REINSPECTION REQUIRED
BUILDING:
N FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
N ROUGH / WATER
tr FOUNDATION / STEEL
N FRAMING
n ROOF & SHEER.' PLYWOOD, NAILING tr GAS PIPING
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tr SHEETROCK NAIL tr
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nffisno"
REQUEST
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rNs CTIONWN OFPERMIT NU
DATE
READY FOR
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INSPECTION:THUR FRI
PLUMBING:
D FOOTINGS
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tr FRAMING
. tr UNDERGROUND
ON / STEEL tr ROUGH / D.W.V.
tr ROUGH / WATER
rr ROOF & SHEER" PLYWOOD NAILING
-
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dffisrcp
INSPECTION REQUESTPERMIT NUMBER OF PROJECT
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READY FOR
LOCATION:
INSPECTI IVON WED
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tr FOOTINGS / STEEL
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CORRECTIONS:
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PERMIT NUMBER OF PROJECT
DATE
INSPECTION:READY FOR
LOGATION:
4 -a -?/ JoB NAME
TION REQUESTTOWN OF VAIL
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CORRECTIONS:
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BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
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tr ROUGH / WATER
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PEBMIT NUMBER PROJECT .
NSP TION
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REQUES
DATE
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LOCATION: 50
- JOB NAME
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fl sHeernocK NAIL E.
tr
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tr CONDUIT tr SUPPLY AIR
tr_tr
tr FINAL tr FINAL
PPROVED tr DISAPPROVED
CORRECTIONS:
mSsrop
PERMIT NUMB TIONTOWN OF
REQUEST
VAIL
JOB NAME
CALLER
READY FOR INSPEC/'
LOCATION:
r-4-ION: MON t. TUES":"- | *-+;*1)n 41'Oto t'
wED rHUR FRt U *
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O ROUGH / WATERtr FRAMING
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tr
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rr ROOF & SHEER" PLYWOoD IS{IhING
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rb
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TUES
INSPECTION REQUEST
THUR FRI A[/@
PERMIT NUMBER OF PFOJECT TOWN OF VAIL
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
D UNDERGROUND
tr ROUGH / D,W,V.
N ROUGH / WATER
tr FOUNDATION / STEEL
N FRAMING
- ROOF & SHEER" PLYWOOD NAILING
'tltr GAS rf rerruc
tr INSULATION tr POOL / H. TUB
D SHEETHqCK NAIL,'\tr
!
tr FINAL
ELECTRICAI-:
t'\EI TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH -tr EXHfiJST HOODS
tr CONDUIT tr SUPPLY AIR
tr z-'.Dtutr FINAL
APPROVED tr DISAPPROVED tr REINSPECTION REQUIRED
COBRECTIONS:
DA|E //- ,/ y' - ?/ tNSPEcroR
-.'.:
INSPECTIONTOWN OF
REQUEST
VAIL
DATE \- \_\ JoB NAME
READY FOR
PERMIT NUMBER OF PROJECT
LOCATION:
CALLER
rfuleenovrn
boRRecrrorus,
O DISAPPROVED D REINSPECTION REQUIRED
)5 \-*rw. t\\ \\s"'.r.
BUILDING:PLUMBING:
N UNDERGROUND
tr ROUGH i D.W.V.
tr ROUGH / WATER
tr FoorNGS z sfeel
D FOUNDATION / STEE-
D FRAMING
n ROOF & SHEER.- PLYWOOD NAILING tr GAS PIPING
tr INSULATION N POOL / H. TUB
tr SHEETROCK NAIL tr
tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
O ROUGH tr EXHAUST HOODS
N CONDUIT tr SUPPLY AIR
tr_
O FINAL tr FINAL
INSPECTOR
:rriii
-INSPECTION REQUEST
DATF
T TOWN OF VAIL
JoB NAME ,/l tTZkrf(T-
READY FOR
LOCATION:
INSPECTION:
CALLER
MON TUES
PERMIT NUMBER OF PROJECT
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
D INSULATION N POOL / H. TUB
tr SHEETROCK NAIL tr
tr
INAL tr FINAL
ELECTRICAL:
tr TEMP. POWEB
MEGHANICAL:
tr HEATING
tr ROUGH O EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
ELAPPROVED O DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
ItNAt Il{sPEcIrON'S CO!{PLETED
-The ltens below ueed to be couplete beforeglvtng a pernit a final C of 0.
Please check off io the box provlded.
lI
I
EAST SIDE:I{EST SIDE:
N7-I YJ,'---
K
I -;-lu---1--
i-,lr
t--lr
CERTIFICATE OF OCCUPANCY
FINA], ELECTRICA.L
DATE: