HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 5C LOT A B C LODGE AT VAIL LODGE TOWER 1971-1971_001 LEGALt fl7u 1
cK. M.O.
CANABY - AUDIT
THIS SPACEI THIS IS YOUR PERMIT
PERMIT VALIDATION
PINK - APPLICANT
Iturr"{''o{ ""'^
ffi#-TEMP.FTLE
BUILDING PERMIT APPLICATION
Ju rid ictio n of--Ye1L-lolorsda
Applicant to complete numbered spaces only.
PLAN CHECK VALIDATION
WHITE - INSPECTOF
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MAI L AOOFE3S , ZIP2230 liret Ngtrt Bank Bldc.ties South. Inc. r Danrrar (hltrrrdn niif
MAI L DDRESSP. O. Rox 26227
|-ICENSE NO.
ARCHITEC' Oi D€SICNER MAIL AODNE9S PHOIIE IICEN3E NO.
E*u'n"" (Structura LICENS€ NO.
2223 EIret Natrl. Bank Bldg.
U5E OF A!ILDIHG
8 CIASS OI WOrK: E NEW tr AOOITION tr ALTERATION f] REPAIR D iJtOVE tr REMOVE
9 Describework. Elght (8) floore (slth garage) plus partial basement for nech. & elec.
steel stud and dryrall psrtltioos; fire retardent ahate roof.
10 Change oJ use from
Not Aopllcable
I I Valuation of work: $
SPECIAL CONDITIONS:Type ot 'f.Const. .l-
(Totalt Sq. Ft.3l;.'.,"o 35e
Flrt Sorlnklcrs
Rsqulr.d E\|/Gs DNo
OFFSTREET PARKING SPACES:
NOTlCE
SEPARATE PEFMITS ARE REOUTRED FOB ELECTRICAL, PLUMB.
ING, HEATING, VENTILATING OR AIR CONDITIONING.
THIS PEFMIT BECOMES NULL AND VOIO IF WORK OR CONSTRUC.
TION AUTHORIZEO IS NOT COMMENCEO WITHIN 60 DAYS, OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF T2O DAYS AT ANY TIME AFTER WORK IS COM.
MENCED.
I HEREBY CERTIFY THAT I HAVE REAO ANO EXAMINED THISAPPLICATION AND KNOW THE SAME TO B€ TRUE ANO CORRECT.ALL PROVISIONS OF LAWS ANO ORDINANCES GOVERNING THISTYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFTEO
FESEIT\I OR NOT, THE GRANTING OF A PERMIT OOES NOT
lf. Plnkard, Preeidcot
SOIL REPORT
AV
RNL, tNC.
TRANSMITTAL
TO: Mr. Jerrv Aldrich
Town of Voil Building Deportmenf
P. O. Box 100
Voil, Colorodo 81657
No.Lodge South Condominium
Gentlemen: Enclosed orc fhe following:
Copies: Title:Sheef No.: Dote:
I l€tter doted Ociober 16, 1972 to Mr. Jerry Aldrich ond
I Letter doted Morch 2, 1972 tron Koppers.
lf enclosures ore not os listed, kindly notifr us ot once.
RNL, tNC.
ARCHITECTURE ENGINEERING PLANNING
BY: Mr. EdwqrdA. DeVilbiss/lp
1610Aropohoe Street, Denver, Colorodo80202 Doret V/29 172
Telephone
(7fr21
222-4731
\I 5
Dcccnber 27, )972
ur. Ed Devl lblgg
RNL, lnc.l6l0 Arapahoe
Dcnvor, Colorcdo 80202
SubJcct: Lodge South
Dear Ed
I do nof feel thet the rlte plon you enclosed In your lcttcr ofDrcembcr I regordlng Lodge soufh condonlnlur dralnage tr adequalc.Tho plen lr thc orfglnal sheat nunber A-l rtth fhc parklng rpccoscnsod cnd no extra rork done. lt seonB to ne fhat'lf coieone rcrorsrloug abouf geftlng c arcdlng plan approvcd fon an area, morc ofan cffort rould have been madc.
To me, a gradfng plan conststs of rxlstlng and ftnlrh coniour ilnesat lntervol conrlstcnt rlfh fhe type of rork ?o be donc, l.c. gcloser Interval for csphclt rork is conpored to dtrt rork. contourson gortlons of exlstlng properfles, roadways, ctc. should bc rhownso that your propcrty rtll ba put In propsr iorrpectlvc vlth thcturroundfngr. The dltch through your parklng lot ghould br clccrlyshoyn and rhcn caleulated ahould.€rrry ar much rctrr ct your stormlalor. Any pondlng rround thr catch basfn chould hc cleirly dcl lneatrd.
It-la.not my poeltlon to dcrlgn a gradlng plan for thl3 !lic, butonly fo rpBrove or dlrrpprovc gnc. Thlr I nlll do rhtn one isrubnlttcd. Lct nr knor lf you think I ra belng unrqrronrblc or lfyou nccd rny clarl flratlon.
Yourr truly,
TOT'N OF VA I L
Kcnt R. Rgre, P.E.Torn Engfnccr
df
ecr ltrrcn Fortrr
Brucc Rrcd
Rore Orvlr
Hrrof d Shar
o
December 8, 1972
Mr. Kent Rose, City Engineer
P. O. Box 100
Voil, Colorodo 81657
Re: Lodge South Condominiums
Deor Kent,
Enclosed ore two prints eoch of the site groding drowings for the
Lodge South building per your request. The three smoller drowings
ore copies of the opproved Forest Service londscoped loyouts.
As you con see, it hos not been necessory to chonge the groding
from the originol controct drowings since the cotch bosin locotion
ended up directly where the flow line wos originolly estoblished
ond the loyout on the Forest Service property retoined the fill or-
rongement os wos originolly shown, odding only o rounding of the
edge ot the top of the slope. Let us know if you need ony clorifi-
cqtion or oddi tiono I i nformoti on .
Fll\lb= f;EAD/clm
Enclosures
Worren Foster
Bruce Reed
Ross Dovis
Horold Show
Dccenber 20, 1972
Mr. Brucc Rcsd
Plnkard Conrtrucf lon CompcnyP. O. Box 26227
Denvor, Colorcdo 80226
Re: Lodge Soufh
Oecr Bruee:
Undcr the provltlonr of Sectlpn 802 ( | ) Unl form Plunblng
Code, flexlbl€ comprotslon Jolnts rre an acceptablo
mcane of Jolnlng plpc. No plpc slze I Inltetlon It
specifled; thercforo, u3rt ol comprorslon Jolnfs on upto and Includlng lrrplpc lr accepfabl. ln the Town of
Val l.
hZ.
Due to th. acecis problem, cloanouts tff "rqulred at tho
bace of tho naln stacks, Dly be Instal lcd lmncdlafely
above thc flrgt floor.
Yourg tru ly,
TOHN OF VAIL
Harvey A. TravlsBulfdlng Inrpector
dt
I
a O ,,inn '/A
MECHANICAL PERMIT APPLICATIOJT 4
Jurisdiction of TOV.IN OF VAIL, COLORADO
Applicant to complete numbered spac$ only.
WHEN PROPEFLY VALIDATED (IN THIS SPAC€} THIS IS YOUR
PLAN CHECK VALIDATION PERMIT VALIDATION
South Condominium
See pl ans
t[s:: rtrrcxeo sxr er I
MAI L AODi €S5 ZlP2 Lodee Properties South. Inc. of Denver. Colorado
CONIA C1OR MAIL ADORESS PHONE LICENSE NO.3 ctpRA, INC. 2065 S. Cherokee. Denver. Colorado 80223 74t+-2449(phone
ANCHITECT OF OESIGiIEI MAIL AODFEsS
4 Ron"rs /Na ee 1/Lansha rt ^ Denver- Colora
MAI L ADORESS FHONE
MAIL lOOtrESS 6iANCH
us6 0F tutLornG
7 Condominium
8 Class oI worK: E NEIV tr ADDITION tr ALTERATION tr REPAIR
Mechanical Sheet Meta 1
TypeolFuet: Oir E Nat.Gas fl t-PC. E
PERMIT FEES
Type of EquipmentSPECIAL CONDITIONS:
Aar Cond. Units-H.P. Ea.
ReJrigeration Units-H.P. Ea.
Boilers H.P. Ea.
Gas Fired A.C. Units Tonnaoe Ea.
Forced Air Svstems 8.T.U. M Ea.
PLAN|s CH€CKEO 8Y Gravitv Svst€mE-B.T.U. M Ea.
Floor F urnaces-B.T.U,
Wall Heaters B.T.U.
NOTICE \ \
THtS PERMIT BECOMES NULL AND VOID IF WOdK dR CONSTRUC.
TION AUTHORIZED IS NOT COMMENCEO WITHIN\80 OAYS, OR IF
CONSTRUCTION OR WORK ISSUSPENDED OR ABANDONEO FOR A
PERIOD OF I2O DAYS AT ANY TIME AFTER WORK IS COM-
MENCED.
I HEREEY CERTIFY THAT I HAVE R€AD AND EXAMINED THISAPPLICATION AND KNOW THE SAME TO BE TRUE ANO CORR€CT.ALL PROVISIONS OF LAWS ANO ORDINANCES GOVERNING THISTYP€ OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEDHEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOTPRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THEPROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
12 /26172
OF CON TRAC TOi OF
Unit Heaters'- B.T.U. M
AL FEE
M.O. CASH
!a412
cK. M.O. CASH
WHITE - INSPECTOR CANARY _ AUDIT PIN K _ APPLICANT ROD _ TEMP. F ILE
O | /z/7o -/ry
4
MECHANICAL PERMIT APPLICATION ril-
Jurisdiction of
Applicant to complete numbered spaces only.
1*-r.
l[s:t rrrecxeo sx::rt
ZIP PIIONE
,fl LtcENSE r{O.
AFCHIT'C'I Ot DESIGNEh L AoDRESS ,J PHONE LICENSE NO.
ENOINEEi MAIL AOOi E35 PHONE
u3E OF AulLOlN6
8 ctass of work: tI4rw tr A00lTl0N tr ALTERATI0N D REPAIB
,Zz t{-e-^
TypeofFuet: Oit E Nat.Gas E UPC. []
PERMIT FEES
SPECIAL CONDITIONS:
Air Cond. Units H.P. Ea.
Un its-H.P. Ea.
Gas Fired A.C. Units-Tonnsoe Ea,
Forced Air Svstems-B.T.U. M Ea.
8.T.U. M Ea.APPLICATION ACCEPTEO AY PtaNs cll€ckEo aY APPFOV€O FOF ISSUANCE AY
Floor Furnacos-8.T.U. M
Wall Heatars-8.T.U. M
Unit Heatsrs- B.T.U.NOT ICE
THIS PERMIT BECOMES NULL AND VOID IF WORIOOR CONSTRUC.
TION AUTHORIZED IS NOT COMMENCED WITHIN 60 OAYS, OR IF
CONSTFUCTION OR WOBK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF I2O DAYS AT ANY TIME AFTER WORK IS COM-
MENCED.
I HEREBY CERTIFY THAT I HAVE REAO ANO EXAMIN€O THIS
APPLICATION AND KNOW THE SAME TO BE TRUE ANO CORRECT.ALL PROVISIONS OF LAWS ANO OROINANCES GOVERNING THISTYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEDHEREIN OR NOT, THE GRANTING OF A PERMIT OOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL TH€
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
^*,J rt 2/*n
AC TOi OI AU
'HOiIZED
AGEN
TOTAL FEE
WHEN PROPERLY VALIDATED (IN THIS SPACEI THIS IS YOUR PEFMIT
PLAN CHECK VALIDATION cK. M.O. CASH PERMIT VALIDATION
Jkt:od
WHITE _ I NSPECTOR CANARY _ AUDIT PIN K _ APPLICANT MP. FILE
a //fr 5
PLUMBING PERAAIT APPLICATION
WHEI{ PROPEBLY VALIDATED (IN THIS SPACEI THIS IS YOUR PEBMIT
Juridiction of
to complete s,/,'aes only.
(LJSaE ATTACHEO aHEarl
I oas cr.
MAIL ADOi€SS IIP
MAIL ADORESS PHOXT
AiCXIT€CT OI OEIICNER aDoiESs FHOrl E LICEXSE NO.
MAIL ADDi'55 PHONE LICENSE NO.
M IL AODRE55 ARANCH
U9E OF AUILDIN6
8 CIas of worK: E}{{EW D ADDITION N ALTERATION N REPAIR
TyP3 ot Firtur. or lt.|n
WATER CLOSET (TOI L€T}SPECIAL CONDITIONS:
LAVATORY (WAsH BASIN)
KITCHEN SINK & OISP.
APPROV€D fOF ISSUANCE BY LAUNORY TRAY
CLOTHES WASHER
WATER HEATER
NOTICE
THIS PERMIT BECOMES NULL AND VOIO IF WOBK OR CONSTRUC.
TION AUTHOHIZEO IS NOT COMMENCEO WITHIN 60 DAYS, OR IF
CONSTRUCTION OR WORK ISSUSPENDED OR ABANOONEO FOF A
PERIOD OF .I2O DAYS AT ANY TIME AFTER WORK IS COM-
MENCEO.
I HEREBY CERTIFY THAT I HAVE REAO ANO EXAMINED THIS
APPLICATION ANO KNOW THE SAME TO BE TRUE ANO CORRECT.ALL PROVISIONS OF LAWS AND OROINANCES GOVERNING THIS
TYPE OF WORK WILL BE COMPLIEO WITH WHETHER SPECIFI€OHEREIN OR NOT, THE GRANTING OF A PERMIT OOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
5t cNAToif O a coNtia<ltot ol alJ_THoirz€D aGENT
DRINKING FOUNTAIN
FLOOR. SINK OR ORAIN
WATER PIPI
PLAN CHECK VALIDATION M.O.PERMIT VALIDATION
,/ /2 /f 4u
WHITE - INSPECTOF CANARY - AUDIT PINK _ APPLICANT GOLOENROD - TEMP. FILE
o
?r'eotA
MlsStssrPPl
DENVER,
AVENUE . POST OFFICE SOX ?6227
coLoRADO 80226
JAiI ES W. PINKARD
GENERAL I.IANAGER
TELEPHoNE 986-4555
TO Tora of Vall DATE Noyeober 27. L972
7655 WEST
P. O. Bo:r 100
ATTENTIO{: }tr. J€rry AldrLch. Bulldlnq Offlelal
REFERENCE:
JOB I{AXE: Lodse Soutb Condonlatuo - Val1. Colorado
SUB.I EGT:
WE ARE IRANSI.{ITTITG TIIE FOLU)WII{G:
()ls APPR,O/ED
()ron(r) FoR
()FOR
()FOR
YOUR APPRWAL
YOUR RECORDS
YOTIR PURTHER ACTION
@RRECTION AND RESUBUITTAL
Pleage return_Approved or
Pleage return Prlnts for
FOR YOUR PB.OPOSAL
FOR YOT'R PR,OPOSAL ON REVISIONS
PER YOTIR REQUEST
BY
()
()
()
()
corrected prlnts
Floal
of each
Approval
Fllee and Dtstrlbutlon
REI{ARKS:
No. of
Cooiee
(dl.tr. dsted( ) Ilrarrlne l{o -Descrlptlon Prepared By
1 tlov. 22. L972 SprLnller svaten Bot reaulred in haacnent.R N L- Inc-
I
R
aa
aa€tg,
u,J
trJF
S(\lI
oJoo
E-ut
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uJo
Fu,lllt
G.F(t,
uloI
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5o-
ozEtlllll
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RTgVED
NOv z4 Pt.
November 22, 1972
Mr. Bruce Reed
Plnkord Construction Compcny
7655 West Mississippi Q''
Denver, Colorodo 80202
Rq Lodge South Condominiums
Deor Bruce,
Just received Jerry Aldrichts confirmotion by ielephone conveniotion
fhot o prinkler system will not be required in the bosement.
Yours truly,
cc: Worren Foster
,
ultlUllld
E
o-aE
FE
-oz
J
JuJo
2-
at,Gu,ooG l
v
{i.t,
drrqrd A. De Vilbiss
'r",cA!r.
,
I
'{)531 West
oo
Materials Testing Service
8th ,Ave.825-5261
Lodge Sout
S1 unp: []"
Also: Dillon, Longmont
Vail, Castle Rock
?3 50
260c)
Cyl inder Di a
(-,. .r,- l i)
ia, i1l t
2@ 28 Day 1 HoId
337?
I TCil
2480 3536
PorteMix Concrete
Calcium: 1l
Wind: 5-10 mph
Hunidity: 30%
REPORT TOr Pinkard Construction
RNL fnc.
Anderson & Hastings, Engineers
i
tI
i
uenver, Colo. 80204
MATERIALS REPORT for pinksr6
Job No or l. D. 53L-I
Date Tested: L1"/21/72
Mix I.D.: 6 sk
pulnp
Water Temp.:
Total Yards:
Max. Agg. Size:
6.01.6
6.oo9
Ave rage :
REMARKS:
Time Batched: 10:35
Spec. P.5.I. at 28 Days:
rEsr CYL|NDERS 531 (1Or113 )
Cylinder Dia. 2@7 Day Cylinder Dia.
Locati o
Airz 4.&/"
Air Temp.: 24
Total [^Jater:
Max. Size Load C.Y.:
Time Placed:11 : O0
Truck cr a
Iicket'#Ll+71+8
3rd Floor, West Deck
Wt/Cu. Ft. : l_43 .44 YjeI d:
Concrete Tenp,: 52
F A Moisture:
Ti me
Te s ted By:
14 Day
Weather: snowing & cold
Tested:11:15
ii
i
'q531 West 8th Ave.
Uenver, Colo. 80204
Date Testedt LL/L|+/T2
Mix I.D,t)/4 6st sturp:4
Water Temp.:
Total Yards: 21
Max. Agg. Size:
825-5261
MATERTALS REPORT fo' Pinkard Construction
Job No or l. D. 53L-L
Also: Dillon, Longmont
Vail, Castle Rock
Truck
Ti cket fLl$zo
matiria ls Test ing Srruice
Max. Size Load C.Y.:
Time Placed: l-l:20Tinre Batched:11 :0O
Spec. P.S.I. at 28 Days:
rEsrcYLtNDERs 531(10lr-1o8)
Cylinder Dia. 2@ 7 Day Cylinder Dia.
5.996 23gt+
5,y73 2327
Average:
REMARKS:
Weather: Cloudy
Time Tested: 1l_:30
Cyl i nder Di a 2@28 Day l-@Hold
5.9% zsi' under'4 3ooo
5 .977 3 58t,
Locati on
L/ 8" Ai r: t+. 3
Air Temp.: 16
Total |'{ater:
l.ltlcu.Ft,t742.6L Yield:
Concrete Temp.: !8
F A Moisture:
Tes ted By:
14 Day 1l
?)6t 3?,9
Wind: Calm
Calcium: t/
Prote-Mix
Hot 'vfater Added
L0 ga1. Water Added
REPORT TO: Pinkard Construction
RNL Inc.
Anderson & Hastlngs, Engineers
Mat
'.a531 West 8th Ave.825 -5261,enver, Colo. 80204
or
erials Testing Service l
'Also: Dillon, Longmont
Vail, Castle Rock
Truck 512
Ti cket #
MATERIALS REPORT {or Pinkard
Job No or l. D. 537-L
Date Tested: yO/25/ZZ
Mi x I. o. : 5*Sk
Water Ternp. :
Total Yards:
Max. Agg. Size:
Time Batched:
Sl ump: 3u
Construction
Location:
Ai r:
Ai r Temp. :
Total Water:
Max. Size Load C.Y.:
Time Placed: 9:15 At'I
Basernent FloorGridC&E20&2\
Wt/Cu. Ft. : Yiel d:
Concrete Temp.:
F A Moisture:
|.leather:
Time Tested:
Tes ted BY: MTS
Day Cylinder Dia 2@28 Day
6.at2 27)O
6.OL7 277r
Spec. P.S.I. at 28 Days:3O00
rEsr cYLtNDERS 5jt-1,(96-98)
Cylinder Dia. 1q 7 Day Cyl inder Dia. 14
6.oL5 LY' >
Average:
REMARKS:Holiday House
27 \1 ,_
REPORT TO: Pinkard Construction
Mat
1531 West 8th Ave.
Denver, Colo. 80204 825-5261
-
MATER|ALS REPORT {o. Pinkard Construction
Job No or t. D. 531-1
rEsr CYLTNDERS 53l- (95-99)
Cylinder Dia. 297 Day Cylinder Dia.
5.99r r)20
6.ood t$T
Average ' 1479
REMARKS: Proto Mix
REPORT TO: RNL Inc.
Pinkard Construction
Anderson & Hastings Engineers
oo
erials Testing Service
-.
Date Tested. ro/r7/72 Location(rgggg:p:9Easr Wat1s
Mix I.O.z l/4 6skSlunp: 3*,' Air: t,.2rt Wt/Cu.tt,t Ll+Z.% Yjeld:
Water Ternp. : Ai r Temp. : 50o Concrete Temp. : 59o
Total Yards: 2I Total Water: F A Moisture:
Max. Agg. Size: Max. Size Load C.Y.: lleather: Overcast
Time Batched: .10:50 Time Placed: 1I:20 Time Tested: 12:00
Spec. P.S.I. at 28 Days: 1000 Tested By; MTS
I
':i'..i
' 11
Also: Dillon, Longmont
Vail, Castle Rock
Truck
Ti cket fi,4ZfO
14 Day Ze Cyl i nder Di a
6.oLs
6.o23
28 Day I Hold
2829
25t+7
c-gu">
Noveinbor 20, lnz
Mr. lruco Rcod
Plnkod Conrtructlon Corpony
7655 Wrrt Mlnlrrlppl
Dcnwr, Colorsdo 80226
Ro Lodgr Sorrrh Cmdoorlnlurn
Dcr Brucr,
Thc ?lont ond Sprclflcotlmr clcorly rhow two wrt rion$lpc
ryrfir. Thorcforo, wl do not rnder$ond thr corc?olrdrrco
hoor Gulf Autonntlc Sprfnklr Conpqny &i.d flovrrnbor 15,ln2.
Yorn rndy,
Edunrd A. De Vllblr
AD/cln
, FINL ,.az rcttvAl&rch
Novcnbor 16, 1972
Val I Pl umblng Corporatlon660 Front Range Rd.Llttleton, Colorado
Gent larlcn:
Mr. Bob Turnor has agkcd fhat I rrfte to you requcrtlng a chockfor t75.00 to covcr fhe cost of a subcontractorir llctnrc forBlll Burke €xccvatlng Co. H€ hag already glvon rc all fhe ntc-€s3ary Informatfon regardlng Insurancc, etc., !r tal I ra o corn-
p lcted app I I eatlon form.
It has aleo come to nry cttentlon thai you havc not yst submltfcdpernft "ppIlcatlons for thc Lodge South and the HotIday House.
We rlll opproclcte lt lf thlg ts do.o as soon as posilble. Theformg arr encloscd for your convonlcnce. The rate schsdulo lcnor t7.50 per $1,000 of contract valuatlon.
lf you havc cny guostlons, pleace feel frce to contact thlsdepartnenf
Yourg truly,
TOIIN OF VA I L
Olcna S. Toughl | |
Bul ldlng Departrnrnt
dt
Enclosurcg
6t, trL--,,.trrn,
tob fl RZd-'
ley - 6?7 3
ta./S.o
Ss-otza2oX
A-
t
November 16, 1972
Mr. Jerry Aldrich
Town of Voil Building Deportment
P. O. Box 100
Voil, Colorodo 81657
Re: Lodge Soufh Condominiums,
f etter of November 14, 1972
Deor Jerry,
Enclosed is o copy of on oreo cqlculotion for the bosement. Nofe
thot fhe spoce titled "combustion oir" is only 3'-2" in height. Thus,
the net bosement oreo is only 1,237 sq.ft., or less lhon 1,500 sq.ft.
requiring on outomotic fire extinguishing system (Section 3802 (ol).
Pleose let me know if you reod this differently thon my interpretotion.
Fllul. d
=
EAD/cln
Enclosure
22 No\, 7Z
leu-eD 'rz.'Do 6*
T14s DaTe, /'?esu,-r';
Tlraal lSoo& ? 26'
5 Pa..c HutT ex$f 6
-t r!S T;l 6SS,
tNfsR,PP"6TP,lttJ
Qfr Moe€
oF uTtOEUAD
APf {^l , €Dt-
Yours truly,
f uo...
oo
Vow fulrr, ailb\rrUlt .lM5
-ag
Ae.
A?
I
I
n.n
?4
1,b
Ir 7?,O
r( ?ct ,?
r. l?'o
t% fs.dar f^lcr)Jg@,lrr-
4'lt+,+9 J, 7l ,
L 019,?
2 l?b ,1
l-------l*?1,oa €, fr.
I
$A.
Novrnbrr 14, 1972
Mr. Ed OeVl lblss
RNL, I nc.l6l0 Arapahoe
Donvcr, Colorado 80202
., SubJoct r Lodgc South
Dear Ed:
I heve Jurt ehockrd thr flre prcvrntlon cyrton ar rubnlttod
by Cull-Aufonatlc Sprlnklrr Syrtus and havc tho fol lowlng
conncnt !
' Ths rub-bsse|Bent uurt bc provldrd rtth an rutomatlc rprlnklcr
syrtrn at r.qutrrd by Sectlon 380t (b)l and rhall bc In
accordanct rlth Sectlon ltO l (d).
lf you hcvc lurthar qucstlonc, plcEse lerl lree to contact
thlr offlcr.
Yourl truly,
Totlr oF YAIL
Jrrry L. Aldrlch
Bul lt!log 0f f f elcl
dt
cc! 6ulf Autoarttc SPrlnkler
r{,}:tu
//^-
k//*
o o
HcatisgStcesboat Spfil,gs Planbi;g &
6660 S. Broodwoy
Littlrton, Colorodo 8012l
7r1-3707
1
0ctober 25, 1972
Plnkard Constrrction
7655 I'lest Mississippi
Lakewood, Colorado
Re: Lodge South Sewer Service
Attn: Oick Zlegler
lle hereby submit our proposal for the sewers for
South At Vail.
As follows:
Sanltary sewer, earthwork,
& temporary street patch -----
Storm sewer
Tota'l
the Lodge
//
.Je llor .f ln{. , ,1p-ii- l'<r -d' [.4',tV tb*"vrl\\F, .1\tr |'
cr \\,-
LVE/ce
Steamboat Springs Plbg. & Htg.
4A2-.-*,
Lyle V. Everson, Pros.
A@I'IITING OFFICE
603 Ath STREET
cR€€LEY, COLORAOO 8063t
{3O3t 353.2879
COLORADO PIPE LIN
CONSTRUCTOR
P. O. 80X 1445
GFEELEY, COLORADO 8063I DEIIVER OFFICE
5215 COLORADO BLVO.
GoMM€RCE C|TY, COLORAOO 8OO22
(303t 287-324a
.._.-"_-"#
o
October 2s L972
PINKARD CONSTRUETION COMPA}IY
7655 West l*tississippi AvenueD,enver Colorado
AITENTION Mr Rictrard Ziegl_er
Gentlenen
we are pleased to subrnit our proposal for construction of thesanitary-sewer service and storrn sewer for ttre Lodge southCondominium in Vail , Colorado as follows:
A) sanitary sewer, Earthwork, and Road Repair $151400.00 (L.s.)
B) Storar Sewer 2,250.00 ([.S.)
PROPOSAI. TOTAI $22,550.00
lbank you for the
Yours very truly
opportunity of quotlng on the above work.
INC
Lee Nelson
c$r$m$ToRs
KLN/lw
TIAGO
orrlcES:
oaxvEi, co|-oflaoo
to|.onaoo gPRlHll9. Eol.oRAoo
P lnkard Construction Company
7655 I'lest Mississippi Avenue
9. O. Box 25227
Denver, Colorado 80226
Attentlon! Dick Ziegler
Gentlemen:
We propose to furnlsh all labor, equipment and materials fotthe construction of Sanitary S e+rer Service and Storm Sewerfor the Lodge South Condoninlum at Vail for the below listedprices:
Sanltary Ser^rer Serrrlce
Storm Serrer
RECE[Vrn
orir 25 n
1,au"qilA$t--
CONSTRUCTION COMPANY
8f50 wtsl 49rh AvtNUE. p. o. Box s45. ARVADA, COLO. 8ooo2 _ 424.4451
2635 DEITA DR. . p. O. BOX 4637-COLO. SPR|NGS, COLO. 80909- 47t-4466
October 23, L972
- $10.00 c.Y.- $20.00 Ton.
Plans and Speciflcations for thlg
Respectfully submitted,
TIA@ CONSIS.UCTION COMPANY
Rock for E:<cavat ion
L Llzt'Drain Rock
A11 work to comply wlth the
ProJect.
DGD:ahp
b.*.-o--G:\--(€
Donald G. Doughty, EsLinator
-
o o
rtlp!lotcd lo ihc
approval.
October 24, 1972
Ur. Rlchard h. Zlegler
Pl nkcrd Constructlon CompanyP. O, Box 26227
Dcnvar, Colorado 80226
J. H. Eaxter CornpanyFlra Refardant-iroated Shakes
Dcar Hr. Zleglcr:
Approvol lr hcrcby grcnted for ths ure ol progsure-trcated, flre-rctardanf roof rhakrs as uanufacturcdby.thc J.H. Bcxter E Company a3 per l.C.B.O. Rosatrch
RoeonnondctIon 2658.
Shokc lnrtal laflon rhal I b. ao
Rolscrch Rcpcrt tr prrt of thls
Yourt truly,
TOI{N OF VA I L
Jcrry L. AldrlchBulldlng 0fflclal
dt
S ubJcct:
o
7 655 W EST t tSStSStPPt AVENUT
POST OFFICE tOX 26227
TAKEW OOD, COTORADO 80226
fELEPHONE:986-/a555
JAiIES W. PII{KARD
GE ERAI NA AGER
October 20, L9Ta
llr. Jerry Aldrlch
Tolrn of Vall
hrllitfug Departrcut
P.O. Box l0O
Vall, Coloraifo 81557
Re: J.H. Eaxter Coupany
Flre Betarilant - Treated Roof Sbahes
Dear lilr. Al<lrlch:
Enclosed, pleaee fLnil brochune prepared by the above rentlorcclflm, regardlng thetr treateil roof sbakes. I eubnlt thls for
your approval ln lleu of the Koppers Treatecl Roof Shakes, whlcb
have been approved by the Board of ZoatrXg at a neetlng on Fcbnrary
LO, L972, Caee B-2-?2.
Eoth pro<lucts, Koppers and Baxter, csny an approval by 1.8.0.0.
ancl Unclerrrltere t Labels. Both prorluctg are cheni.cally preaauretreatgL:Jqrter's ghatres are certlflecl acceptedl per I.B.C.O.
Repoft 2l+03. -z6la
In orderlng our treatedl aatcrial for rooflng at our two YalI
proJects, we bave founil that Koppere can not guarantee a speclflcilellvery clate for thelr naterlal. For us, a epeclflc rleltvery
tlate ls a nust so that ve may schedule cnrr work.
The J.B. Baxter Copany bas glven ue a ffum clellvery <late 1f thelr
product ls acceptedl. Tbelr dellvery correapords rlth our echedlulee
of progress for both of our proJccts.
f,ovever, la order to natntaln tbls dellvery tlate, I mrat have your
reply etatlng approval or dleapproval of the Baxter ptoaluct.
lloank yor 1n advance, for your attentlon to thle natter. Your
proorpt :reply wlIL be greatly appreclatetl.
Very tnrly yours,
PII{KA8D COISTRTTISTOi{ CO.x:Mc-fl"4;Rlcbar'il A. Zl-eglet
Agaletant ProJeet Manager
RAZ:bc
. ComrrteFcial 8, Industnial Building
at o
October 19, 197?
Hr. Lerls L. McClonrhan
Gulf Autonatlc Sprlnkler Company
5656 Chostnut Placc
Dcnvor, Colorado 802 16
SubJeet: Lodgr South Condonlnlunr
Deor Mr. McClanahan:
Pleagc lrt thlr scrvr to vorlfy thai thc Informatlon
rfatcd In your lrtfrr of octobr? 17, 1972 rcgerdlog
thE xcicr trp oado for Lodgc Souih Oondonlnlumr ls cor-rlct ond your foeords arc up to dcte. Thunk you.
Yourt fruly,
TOWN OF VAIL
Kant R. Rorr, P.E.
Torn Eagl n.ar
dt
cc! llr. Eruco Rrrd, Pfnksrd Conrfructfon Congtny
Auroua,trc Spnnvrr,ER CoMPANTY
CONTRACTORS AND ENGINEERS OF UNDERWRITERS APPROVED FIRE PROTECTION
4d Oa&a Tanz
October L7, L972
City of Yail
P. 0. Box 100
Vall, Coloraclo B1-:5>l
Reference: Lodge South Contlomlnium
Gentlemen:
We und.erstand that the flre line tap on the above referenced
proJect vas schealuled through you to be perfornecl by I'laterworks
Sales Contrnny. We also understancl that at the tine thls tap
ves rnade r lt vas l-ncorrectly orclerecl and tlone as a l+" tap
lnstead of the necessaly 6" tap.
Our forenan has lnfornecl us that the Clty of ValI has agreeil
to accept the 4" tap and. increase fron the valve.
In orcler to keep our recorcls up-to-date, ve voulcl l1ke to have
you verify thet the ebove informatlon ls correct.
Yours tru1y,
GT'I,F AIITOMASIC SPRINKI,.ER CCI,TPANY
LL,Mc:ntr
cc : I'tr. Bruce Reed,Plnksrd Conetruction Conpany
act6 oiflaTfitr Ptac!
a/c toa ata.Tu?
DENyER. CoLoRADo EOgl6
Fleltl Superlntenitent
t alt ag HOUA'ON DAlrYER
D
October 16, 1972
Mr. Jerry Aldrich
Town of Voil Building Deportment
P. O. Box 100
Voil, Colorodo 81657
Re: Lodge South Condominiums
Deor Jerry,
Enclosed is o copy of o letter from R. C. McBride of the Koppers
Compony noting thot, ot the vorience heoring, the venting of the
cold roof wos undersfood to be provided ot the eoves rother thon
the ridge. This is olso my understonding, though I wos not in
ottendonce ot the meeting.
In my opinion, it would be impossible to ochieve on oir movement
up through on 1-l/2" deep cold roof spoce. Thus, vents ot the
ridge would be redundont. The open venting ot the eoves ollows
ony collected moisture to escope which is the primory function of
the venting.
Yours truly,
EAD/clm
Enclosure
I
'\et*eu
Fllul= g
\
gl
9
tO(t
e
r\r
IL
€'e
ov
t(oPpERS
Oear Ed:
Finally got my hands on
the Architecural Review
report (see page II).
Architecturaland
Construction lvlaterbb
March 2, 1972
l4r. Ed DeVilbiss - Architect
Rogers/Na gel /Langhart.|626 Stout Street
Denver, Colorado
the minutes of our variance hearing in front of
Committee in Vail. Attached is a copy of that
$"
Essentially we are approved with the single change being - venting at the
eaves rathLr than at ltre ri{gq. This veiting is to be ipacETTITi6Tirn-ETETyffiETible with the iold roof lattice. 'ttre ventln!
cylinders must be blocked with fire-retardant treated wood, exterior treat-
nent (NCX).
Presently, Mr. Al Stocker, with Koppers laminating facility in Sumner,
lJashington, is working on both the beams and the decking. Several details
must be rorked out before we can competently get into'the fine points of
engineering with John Parks of Anderson & Hastings. Two maJor ltGfis remaln to
be answered withln the Koppers Organizatlon:
l. Spanability of the decking
2. Obtain'!ng Undevrgriterrs Labcratories labels fur the beams and
deck i ng .
}{e should have these answers by the middle of next week. Right now we fee'l
that going to 4rr solid sawn Southern Yellow Pine decking wil'l be our resultant
determination, subject to your review.
If I can be of assistance in the meantime, please feel free to contact me. Istill want to discuss the prospect of working laminated wood exterior light-
ing standards into your project and will submit to you some sketches of similar
structures Koppers has engineered recently.
Sincerely yours,
.arKt"ti(rt /11e,)1,',gL Faceh,?d ffiFt.[Us
\--, R' C' McBride -Vsales Representative -H MAR 6 i972
-
lbalrt d..l t a a.dsl
nt-rn 2 t &tbltf
,s
RCM:wb
]i+[,9
October ll, 1972
Mr. Rogs Davls
Lodgc South, lnc.
2230 F lrgt Natlonal Bonk Bld9.Donvcr, Colorado 80202
SubJccf: Lodge South Utl I ltles
Dsor Mr. Davfg:
Ar per our dleculrlon thlr date, the sanltary gcwer andE?orm scyor ytll be conatructcd at th€ sono tlmc dorn GoreCreck Drlvo to thr Intersoctlon ol lll I low Brldgc Road.
Plons for the:anltory seyor and ths gtorn seter shall be
Bubml ttcd for approva I before consfructlon begl ns. ltlorkfor excavotlon rhall start lmncdlately. lf thlr proJtct trundo13!ken at fhlr tlms, uork must be completed no later thanNovcmbor 15, 1972.
The ranlt?.y erlcr wl tl bo relnbursod as pcr rulcs and rcgula-tlonr of the Yal I lloter ond Sanltotlon Dlrfrlc?, rnd thcconctrucflon ol the gtorm roror shall be at thc orngrrs
exPonSe.
Val I Plumblng Corporetlon ls hereby approvrd ai a m. ln-llncconfroctor.
Londrcaplng and drolnage plans hove been tentatlvely epprovodth I r drto.
I
All othor cxcavoflons for other utlwlth the lnrtal latlon of ths rerer
Yours tru ly,
TOYN OF VA I L
Krnt R. Rosc, P. E.
Torn Eng I ncer
Plnkord Conrfructloa, U. 3.
i,7/-X-
| | tlog shs I I bc coord Inatcd
I I n6r.
dt oc:Forrlt Srrvlee,Pui'llc Scrvlcc
o
0ctobor 9, 1972
Mr. Bruce Reed
Plnkard Constructlon Company
P. o. Box 26227
DenYor, Colorqdo 80226
SubJectr Lodgo South Uti I ltlar
Ooar Bruce:
Thls l3 In rogard to your lctfer of Ociober 4, 1972, In rhlch
you made rtatemontr to clcrlfy tome of the ltemg dlscusscd In
our ne.tlng on September 28, 1972. There lg stl ll a mlsundlr-
stlndlng on rome ltomr, the nunbers of rhlch corretpond to prlvloue
correspondonce !
2. Sanltary sexcr malnllnc lnstallctlon:a. Shall be oxtended to read rr...norfh of thc proJect
property to a newly conrtructod nonhole.rlb. Shall bc extcndod to rrad 't...lnltol latlon of aerer llnc
and manholc.rl.. Thc orlglnrl cost of tha totcr I Ine and manhole Instal la-tlon lc above rhtt ult orlglnal ly Intendodl holcvcr,thlc etatonent ll toncrhat gupcrfluout as ! rofund Yl | |
nor be srade ln accordanco tlth Yall lctsr and Sanltcflon
Dlstrlct'tRuleg and Rrgulotlon3'r a! you hava strted In
I tcm 2b.t. Dclctc. The monholo rlll be congtrucfed tt th. rome tlme
and by tho camc contrcctor that conltructs thr molnllne.
I hopo thl: rlll scrve as flntl clarlflcaflon on thcse ltcnr.
Thank you.
Yours truly,
TOUN OF VAIL
Kcnt R. Rose, P.E.
Tovn Engl neor
dt
o
7655 WE9T MtSStSStrPt AVENUE
PO ST O FttCE SOX 2 6227
TAKEW O OD, CO r.OtADO 80226
TEIEPHON Er 986-/t555
JAiIES W, PINKARD
GEflERAL ||AIACER
October 4, L972
Ur. KeDt R. Rose
Tora Englneer
Torrn of Vall
P. O. Bos 100Vail, Colorado 81657
Re: Iodge South Condmlniuu Uttlltleg
Vall, Colorado
Deer Ke[t3
wlth regerd to your letter of Septabet 28, L972 couflrnlng our neetlng
of that date, re hereby relpectfully eubnlt the folloolng addttlong and
clarlficatlons to the ltens dlecuesed at seld [eetl.ng. fre lt€o nunbers
used la tbla letter eorrespoad to tbe aunbere used ln your letter.
1. Ttre Vall Flre Departneat will lnsta1l the fLre plug at the
rest property llne of the proJect.
2. Sanltary eser nalnllne lnstallatlon:
a. Vall requlree 180 llueal feet of sanitary eererr Lu
atreet, routed in a aoutherly directioa fron the uan-
hole exletl.ag oorth of the proJect property.
b. Oroer wtll be eotltled to partlal refuad of tap fee per
Sectlon VI, Paragraph 5 of "Rules aud Regulatlooe of
Vall water ald Ssritatioo Dlstrlct Renrleed AprLl 13' L972".
Refund w111 be baaed o'n actual coets of lnetellatlon of
agFer.
c. Vall authorltlas cuet appro\te sery€r lay-out. Berleed
utllltles plan [trst be eubnltted.
d. Recctlt of blds for sanltery sercr eork ln etreet per
sectl.o! VI, Paragraph 2r Subtltles a and b of the abovc
neotloned |tRules and Regulattonstr .e. Inatallatlon of acer per Vall requlreoents would create
addlttoael coat over and above lntent of ortglnal Contract
Iloernentg.f. Vall w111 inetall usn-hole at south eod of eubJect ualn-
lloe.
. Commer.cial 8, lndustnial E|uilding .
!lr. x.ot R. Bogs
Tora Engl,aeer
Tm of Vall
October 4, L972
Page trlo
Addltloral lten:ViliE6iiliiie do aot tuteod to lasue a street cuttlng pernl,t
for laatallatlo! of, utl.lltles unlees street cao be restored tolts orl.gl.nel condltloo La tlne for rl-Imo use.
If yor have any correctlons or addl.tlons to the abwe atateoenta, pleaae
fonard soe Ylthout delay.
ltanh, you for your tfue and atteltLoa.
Very truly yours,
Bruce A. Reed
ProJect Uetrager
BAR:tP
qc: l,lr,
ltr.
Ur.
ur.
Ed DcVllbtaa,
Warren Folter,
Lyle Evereoa,
Joho Klaaaacn,
R N L, Ine.
R N L, IBc.
Steeboat Sprtrye Pluobfag E gerttrg Co.
Pluksrd Coostructloo eo.
Fll\lle fi
October 5, 1972
Mr. Jerry Aldrich
Town of Voil
Building Deportment
P. O. Box 100
Voil, Colorodo 81657
Re Lodge Soufh Condominium-Voil
Deor Jerry,
Enclosed is o copy of our Chonge Order No. I ond o letter
to Bruce Reed of Pinkord Construction Compony covering our
list of ifems resulfing from the Building Code check.
EAD/clm
Enclosure
cc: Bruce Reed
o
October
FINL
G@PV
5, ty72
Mr. Brucs Rccd
Pinkord Conrtruction ComPonY
P. O.lox262?J
7655 Wot MlrisiPPi
Denver, Colorodo n226
Rc: Lodge South Condorninium - Voil
Deor Bruce,
Enclorcd ore copics of proporcd Chonge Ordcr No' l ' with oll
iiems which, fo'our knowledge, ore required to conform with
the Voil Buildlng Code Rcquirementt'
ln oddition to ltcmr enclolcd, plcorc note thol thc following rc-
quircmcnb murt bc mct:
| . Aquo "K" loth for stucco muri be inrtqlled in occordonce
wiih Rcreqt.h Recommcn&tion No' 1254'
2. Fireplocer ond chimncyr murt be inrtolled in ocsor&nco
wlth Rcsorsh Rcconrrnon&tlon No' I l4l '
3. Wc wlll coordlnote rlomer conncction locotionr ond dctqilr
with thc Firc DaPortmcnt.
4. Copicr of concrete tesfr rhould be forwsrdcd to thc Bulldlm
Dcportment.
o
Mr. !rucr Rord
October 5r lnz
Pogc 2 -
Thr odditlorpl dctcll rcquirrd for evolustion of the rmp puap
ryrhm ir not ffnlrhed, but wlll be In tho noll torprow.
Youn truly,
11K./
-/-wvelmra A. DeVllblrr
EAD/cln
Enclorurrl
cc: Jerq;r Aldrlch, Voll Bullding Doportmcnt
I
l
l
FINL
G@PV
o
w00
;Aw "",|i^l
t@t''-
LODGE SOUTH CONDOMINIUM AT VAtL
ITEMS PROPOSED FOR CHANGE ORDER NO. I
Item 2.
The following structurol steel beoms in the second floor froming sholl
be encosed in two loyers of 5/8" Firecode gypsum boord to provide o
2 hour roting for these beoms in oddition to the 3 hour envelope floor
enclosure: (locotions ore given by column lines) Line G, 3 to 6; Line
F. I to 6; Line l, D to H; Line 6, C toc.
ADD------- --($ t,693.00)
Omit the fireproofing of the structurol beoms ond metol roof decking in
oll exterior roof locotions os shown on the 8th floor reflected plon,
Sheet A-9, except those soffit oreos immediotely obove the exlerior
bolconies conne cting the corridor exit doors ond the stoirwoys ot eoch
end.
DEDUCT -----($ 633.00)
Item 3. Provide o solid concrete woll between stqir No. 3 ond the ground
-" (t) level covered porking oreo in lieu of the open orch odioceni to the
,rlfl 'Lu''',/ sloir os shown, os requested by the Building Deportment.
t't (t 'l' ADD------- --------($ l99.oo)
Item 4. Provide seven (7) doors, one ot eqch floor, to enclose wesi stoir No.
- .\7. Eoch doorsholl be hollow metol doorond iomb, 3t-0'. x 6'-g" x
- (-l)\Jl-3,/4", l-l/2 hr. lobel, door iype ,,A',, iomb rype 2AD, hardwore
, ,n llr'L ''-' group 2 with lqtchsets in lieu of locksets.
t.lYA '[f - ADD------- --($ r,802.00)
Item 5. Delete portions of bqlconies on the 3rd, 7th ond 8th floors odiocent
,.f A) to wesl stoir os shown on Detoil A4-2 doted August 4, 1972.
^ 4?\" oEoucT---------- -------($ r,162.00)
..rt{A v
lr-
-Poge l-
o
#i;
lfem 6.
q,
Item 7.
Item 9.
Item 10.
Item ll.
o)
Door No. 74, 2nd floor only os shown on Sheet A-4, sholl be provided
with o I hour lobel . All corridor doors on oll floors sholl hove o 20 min.
roting.
ADD------- --------($ 68.00)
Sprinkler riser ond heods similqr to those shown for the trosh chutc on
Shcct M-10 sholl be provided in the loundry chutc terminoting in Room
202 on the second floor. Heods sholl be providcd on the 2nd, 4th qnd
6th floon. Cold wotcr service ond connections to oll dishwoshers rnoy
be deleted. l/4" lincs moy be ue€d to oll refrigerotors.
ADD------- --------($ 109.00)
Provide fhe chonges to structurol sleel, Defoil SD-lR doted September
ll , lWz, showing o proposed reqrrongement of wind brocing on Col .
Lines I ond24 (not required on Lines l0 ond 16).
ADD------- ---------($
Provide Pello stondord size units No. 1628\ilC in lieu of 244O os shown
for windows type'8" ond "C", retoining the originol locotions of cose-
ment ond fixed types.
DEDUCT---- ---------($
As shown on Sheet E-3, delete five (5) "H" fixtures ond three (3) "N"
fixtures including rough-in. Provide four (4) "Q" fixtures vroll mounted
qt 5'-6", two on outside of moin entry orch diogonol surfoce ond two on
inside of moin entry orch surfoce. Outside fixtures to be swilched os
previously shown forrrH" fixtures ond inside fixtures io be switched os
previously shown for "N" fixtures. (Refer to Propored Rwised Lighting
Fixture Schedufe, Sapr, 6, 1972),
ADD OR DEDUCT---- -----------($ )
Provide fixfures os shown on Proposed Revised Lighting Fixture Schedule
doted September 6, 1972 not including ltem l0obove.
ADD OR DEDUCT---- ----------($ )
@^0)'
Item 8.
-Poge 2-
Item 12. Provide the welded wire fobric concrete flotwork reinforcement os
follows:
o) Provide 6 x 6 lO/10 WWF in bosement slob in lieu of 6 x 6 5/6 as
shown.
b) Provide 6 x 6 10/lO WWF in portions of porking level slob norrh
of column line ulu cnd o portion northeqst of column lines [G,'
and"24" in lieu ol 6x 6L/CWWf os shown on drowings ond detoils.c) Proride 6 x 6 l0/10 WWF in the extcrior sidcwqlk north of o line
5'-4tr north of column line "L",
Item 13. Provide ond instoll o 4'-0" x 6r-0rr grovel oreo with steel ongte frome
ond steel groting os shown on ,Snow Grill Detoil" dofed August 21 , lg72
ot the front entry sidewolk in line with the fence os shown.
Item 14.
Item 15.
Item 16.
ADD------- _____-_-($ 345.00)
The both tubs os shown in the drowings moy be reversed, end for end,
wherever the chonge moy focilitote the plumbing instollotion.
NO CHANGE lN PRICE-- -------($ 0.00)
The Comprehensive Generol Liobility lnsuronce limit moy be $500,000
insteod of $1,000,000 os specified in the Gupplemenfory Generql Con-
ditions, Section I l. 1.2.
No CHANGE tN pRtCE-- --------($ 0.00)
Prorideon qdditionol l-1.2,' 6utlet from the fire line with hose cobiner
in the bosement on the 'noll olong column line " 16" ot column line ',H".
ADD------- _---_-___($
'l
W
Provide continuous portitions ot exit bolconies with one less kitchen win-
dow, i1 lie_u of bolcony roilings ond two recessed doorwoys per Drowing
No. AD-ASR, doted October 5, 1972.
ADD OR DEDUCT---- __-__-___-($ )
Item 17.
-Poge 3-
D3142 ftttvr1.tUrtr aa,4tr<,:4 aE*fl?l€'\t _aht Ar-{. aeR3
\-aw=. ?ur 1-l-ailwwlNluM
Ft VNI L
or{o
7^|R71AL AezR nAil Aq _ L
,=&7 <.Gh6i
WtlJ*1y a1 3tBa$q,
t+
73a\
Zlrfr1AL ftm F1;5N 4;q-L
AIDzL6E
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?x-n'rp,tl? ?r a.lr.rzt+l n^c.,rriiZ'oIq:_ryu o6iir.
Plc_?,-o-fu1art aNlo + n nzk wtfl t%a.-rttlN uD6 wlftl wLw, tx) utelS fiffi wu^y fr aRn*ry
atr ez , @n4
7655 WtSr MtsStsstPPl
DENVER,
AVENU[ . POSr OFFTCE BOX 26227
cotoRADo 80226
JAIIES W. PII.IKARD
CETERAL IIiAXAGER
TrL€rHoNa 986-4555
fO Hr. Kent D. Rose, Tovn Engloeer
Torm of Vall
P. O. Box 100
Vall- Colorado 81557
ATTEMIO{:
REFERENCE:
JOB M!{E: Lodge South Condonlofi.n - Vall, Colorado
SUBJECT: Culvert h(tenslon
9IB ARE TRANSMITTI}TG ffiE FOLIOWIIG:
No. of
Coole s
(
()Ltr. dated
) Draulne No-DescrlDtlon Preoared Bv
1 Sept. 28, 197 Letter explalnlng proposed culvert extension R N L, Inc.
1 Sept.29, 196!Partlal Slte Plan R N L, Inc.
( ) rs APPRoI'ED
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REUARKS!
BY
YOUR APPRO/AI
YOUR RECORDS
YOT'R FT'RTHER ACTION
@RRECTTON AND RESUB!.{ITTAL
Pleaee return Approrred or
Please return Prlnts for
PROPOSAL
PROPOSAL ON REI'ISIONS
REQUEST
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rOR YOIIR
FOR YOUR
PER YOUR
corrected prlnt.s
Flnal
of each
Approval
Flleg and Dlstrlbutlon
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September 28, lWz
Mr. Bruce Reed
Pinkord Construction ComponY
P. O. Box262/7
7655 West Mississippi
Denver, Colorodo 80226
Re: Lodge South Condominium qt Voil
Deor Bruce:
Enclosed ore severol copies of Drowing AD- I R dofed September 29 ,
1972, showing o proposed extension of the existing culvert to o
point ot the edge of the porking oreo.
Pleose submit o price for providing ond instolling the culvert os.
shown so thot the Owner moy consider outhorizing this work to be
done.
Sincerely yours,
I
DeVilbiss
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October 3, 1972
Mr. Edward DeV I lb I ssRtlL, Inc.l6l0 Arapahoe Street
Donvcr, Colorado EO?O?
Re: Lodge South
Doar Mr. DeVllblss:
Reference your letter datad September 28, 19722
l. Approval of Trus Jolsts at 2,ft'on center vlth 5/8" type
X gypsun board celllngs ls hereby granted for use lnyour condomlnlums os p6r l.C.B.O. Research RecdmmandatlonNo. 1694.6.2. ApprovaI of I tl4n Homosote spoced 24rr on contar Is
approved In accordanco wlth Resqarch RecommendatlonNo. t0t6.
Il.
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3. Furrlng to l6ttbe rcg u I red by
I s acccptab lo.
on cenier for 5/8t' gypsum boord wl | | not
th I s Department; 24'r on centeri os stated
l. Thti Is to eonflro approvli of dry flre "xtfngplrharsInstallad ln thr'opgn parklng level ln lteu of, rot hosecablnet. Flr. extlrgufrhrre. shoult bc 20 poun€ .mfnlmum
and a monthly malnfcnqicc schodule chal t 6i eciabllfhoO
for: thbm. Locatlon ls to be sufflclent s6paratlon'fo
Reference your letter dated September 29, 1972t
af ford rnaxlnun coveroge.
Yours tru I y,
TO}IN OF VA I L
Jerry L.
Bul ldlng
dt
Aldrleh0fflclal
1\
Sepfember 29,1972
Mr. Jerry Aldrich
Building Deportment
Town of Voil
P. O. Box 100
Voil, Colorodo 81657
Re Lodge South Condominium ot Voil
Deor Jerry:
As o result of o phone conversotion between Ken Jesset of this office
ond yourself, we understond thot we moy consider instolling two dry
fire extinguishers ot lhe open porking level in lieu of two outlets with
hoses from wet stondpipes in this oreo. This would be more sotisfoctory
for outo fires, ond olso would not be subiect to f reezing.
Yours truly,
EAD/clm
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s"Ou., 28, lg72
Mr. Jerry Aldrich
Town of Voil Building Deportment
P. O. Box 100
Voif , Colorodo 81657
Re: Enzion ot Voi I Condominiums
Deor Jerry:
As I indicoted in our conversotion, we ore proposing Io use | -3/4"
lhick Homosot e over Trus Joists ot 24" o.c. for floor construction
in the condominiums, with 5/8" firecode gyPsum boord ceilings.
The following ICBO Reseorch Recommendotions ore enclosed:
Homosote Report No. l0l6
Trus Joists Report No. 1694.6
Though the 2'-0" spocing is not specificolly covered in the Reports,
ihe Denver Building Deportment ond other locol code outhorities in
this oreo ore occepting this system os meeting the requirements for
I -hour floor construction .
Our structurol engineer hos checked the l-3/4" Homosote thickness
ond hos found thot it will be oll righf for the 2'-0" spon. Will you
require furring ot 16" o.c. for the 5/8" gypsum boord ceiling, or
will the 24" Trus Joist spocing be occeptoble os we hove it shown?
EAD/cln'
Enclosures
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"itnte rn ational Conference of Building Officials
lEttisf, ronnfitcc nff0nnEmfito|l
qolrtasoTr ITEATI|EaPR0OFINSULATING BOARI}
HOMASOTE C{)IEAIYY
sixteen Inches (16',) on cente!. and ls Becured to the ffoor
i;:t'ffi *T ftffis*"{ffi ; :l ;*liii:ru;
:l^ul!^lnrej inche_s _(9,,) Iong and a flve_slxteenths_tnch ( ri,,, I
919,T"!9" head. Nails arc spaced not more tl|an slx inches{o , on center et all bearings and are countersunk one_sixteenth inch (r1,"). The squaire enO oe tne Oecf<i""']" 't""-
Tit^"^{ t_{9 the supporting hember *iin nuJ ""ii"" ",t'rnrrv
i'"i*Er"lf "1f"*"'"'*.'l.iili:"c#if ffi s"T"TfjllX'*:isu4rc lreor. uecjilng is designed for dlaphragm ac on, theattachmFnt and auowable shear values 'are iJ'""fli-;in hTable No. II. The floor decking is 0""-rgneJil";;Jr;;;;;iir"":HlS',!',:#"Ai,X?:1.ffi
:1"]li1l,lit9 .or cotn-postfion flooitng ts appued to liomasoteroor oecr{, a rayer of one-fourth_lnch ( %,1-ptywood or three_s-lxteenths-inch ( r:1,,,) hardboard must' hi"i i6 ,ppirJ i"'t},.
9:",kllg Thq plywood or hardboard rs apiila ioTf,lul"-iou,anq qrrr rriee surtace by m6ans of Homesote adheolve. Utglq
;i:er"iiF"ifl:J'"tili[hgi*"ff ,1*"tll"f ;Tix*glTFsquare yard. The joints of the pl)'wood oi fre"ffoara ir"sfsEgEErtrtttmespect to uto"u of tii Eomlsfi';;."fft'
One-hour Flrc-resl8flvo Floor-Cclltng Construcdon: Theconstructlon consists of on€ and etevei tnirlv-se.onii" r""n(1t1") thick Homasote F.roor Deckinl nirinb-iJiiii""_i',io-groove Jolnts on ends and edges app ed on top-of w.,6d loistssn.rced.-16 .inches on center -fuith'r'r eertinl'o? "."_rr-"ir,ii"nr I z- ' ). thick Fire-Shietd Tvpe Fsw-l i""itU""J'
"'pniild" t.cotd.Bond R-F r Resitient iirrring r "hd;;i; E;;;.1i""it"-four inches (24") on eenter
' P.O. BOX 240
WEST TNEMTON, NEW JEIiSEY OE62S
f. Latroducdon: At the rcquest of the Homssote Companv.
lltrhll"*Ti'"*?y""#,;* jln*l?"arn,,g'-'l,l'lxl.";'"ll:
_cxamlnauon of the test data sub;itted in connection wftfrHomasote Weatherproof tnsrrtating ii;;"d.-'
- If. Daorlpflons Homesot6 ls menufactur€d from reputpednewspap€r and treated with. weatherproonng chlmicats ana' preservativea. M&terial is pressed into iequire-tt Uiiciuesses.
r1 Flltoen-thlrty-s6cond!-tnoh (L6/gp1) Homrsote InBulEflng' .B^II9Bq.*"p,.!lt:"1 sizes ?ary fiom foui-i&t by rourreer_ (4. y {') to eight feet by fourle€n foet (g,x 1{,) ahd arelfes e.B.e eovering for lnterlor walls, ceiltngs, exterlor wallganq pro'Eected exterior sofits. When used a.s sheathing, sheets' aro .nalled to conven onel fram.ing witfr two_inctr i1" t Sat-vanired roonng naits spa.ced at th-ree trrcte.- fi;i o'i centerar eqges end slx inches (6,,)-on center at Intermediate sup_!9"t!: B.ulding p-aper is_ apirred at ; ointi -
oi- iiieeti-?or u"e. a.6 weatnerboaming, Hornasotg verttcal pBnel lolnts arenaited dtrecuy to t;o-tnch uy rJur-inciilZ"'ii;f lii'0, *itr,
l_ thre}.eighths-tnch (%,,) m-astic.atted litnt Uelween aaloU-tng panels. A one-inch by three-tnch 1!"x3") wooa Uatteni il nailed over the masuc joint. &termeillete itiras ere "p""eO/ slxt€en inchcs (16,,) on center.
. Twdrty-onFttlrty-seonds-lnoh (pl,/3p,,) Homsrct€ Shoath_
It t^ite.er _:l1"".vary from two f€et by eight feet (2,x8,)Io ergnt feet by fourteen feet (g,xl4i). F,or use aswea,thorboardhg the vertical panet jolnts u"u- iiu"i to .
ll9lEl:9Tg-lTi!{-seconds-inch by three_inch 1ztjs2" * s.,JornE Da.cker teaving a. nve-eighths_inch (9i,,) spa,c€ betweengd joining panels. Fir u"u . a" -srr""tr,i-r,g, bf".irJiii jJ"'" tn*four feet ({') wide are nailed to studs-ipiced ,t-a-mi*r^u*of sixtee_n inch€s (16.) on- center witJ.. irail size anii spacinga.s aer forth for ffte€n_thrrty-seconoi-inlrr--iio^i,,i. tt i"r.!heatfdng.
_ Ftvc-elightns-h ch (/a"l Homrsoto Underteymsat Board:F orFfoot by four-fodt -14, x *,t stils-;tipju"tL ,n ir"-luleung materiBl over suonoor.
Ho|r|.goto lloot Docklng: Ava$able in thlcknesses of oneand. llree-etrh ths i n chcs ( i t6,,l, ont ;; J;e";;:;ii-r.i-r,i in "n""( r 7b - , and rrvo and thr"e-elghths inches (2%,,t1 Alt thick_nesses a,re manufactured in two_foot (2,) wid; !heJ[i, eighttoe!^(B'),.ten fe€t (10,) or. twelve reet'ir'z,l in r""tir,i'tr,ruuand fvc-eighths-tnch (g %,,, wlde supporting menrbers are pro-vlded.for edge neiting. The one and- fhree-e'ighths-,;ch (rg6"t
1-.I- i" ljllg.q \\.rth lo-penny nails splced at-nve nnA-on'e-nalfr.rcrres I o r/a , on center. one ald seven-elghths_in ch (l%,,)deck is naitcd \a'ith l6-pe;ny naits spaccd if -di,i"ilj'on\e_n*rr
i-nches (5%,,) on cente; a.nd-t*o and'thrce_eighilr.iir"fi'iz o6 " Idecli ts ne ed with 20-penny nnd- sp-ii-"J ii'ivl'"ia" on"_n"rtinches (614") on ce-.ei. sd,e raue -No. i t-ior'iri"rJef,re roordaekint spans &nd roads.
.The Homasote F.loor Decking is app ed as described abovewith-end.joints occurrinF at j(rist ioc'atio;". ifrJ i_ii"irnn"t"arc formed from Nrr. 2s gauge galvanized sieel ."O "reinstalled perpendicutar to the lois-ts at twengy_gexf'1n"6""(24" 1 6n cen[er. The channels ,iC a[tr"j"d'io'l?"ir"ioi"i *,tr,two 5-penny common naits. The one_hali i""t ' i'rl;i tni"r.Firc-Shietd wallboard is applled *itf, tf,J fong iime'ri"i.,n per_pendlcxtar to the channels' ana is itiacnil-i.i "liiii
'"r,."n"r
\a'ith Gotd Bond one-inch (1,,). tong rji.Jni"f f-'b"-i""*, ""p*""a
twelve inchcs (t2',\ on eent"". "a,adili"iij -"ir"iin"i*
""uinstalled at walrboard end jotnts. riil"i,ii"'rie-ii.?iiif, *iu,t&pe and Jolnt conrpound.
r . An alternate rnethod of construcuon conelsts of one and tA
ili1,"-""$-;i"i:";;"tf, :i'"'J"jl';ll,;,'1,1,"*$n:e.S j.:f B:f, :;ltlll I ro , on eenter as described tbove wtth e ce inq d *"- lll11 eishths-tnch ( ti,,) thick type ,.X" sld;; ;;ii#";'.lJ wittuoara is ai;pricJ-ptipondicurar to the wood roi"* lll lll
iliftTiilie'"lHliiifr i:#lr'l.{ll*,liir.":,,",ty,:mir.slfgy all joints are treRtcd with- tnpe ".a jJii-,t
".mio'ii",i.
" -
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Homreoto
lT:,:l'"*,_ y: l- Lli", ^::i1
g9q L+; . q,.d'o'i'a" "
":i u.*'iiii ii"sgg"f :,:: fflq:T.g:,,1.X l; ir,i-piJti' *iiii-",ir"il,#t"" "iiFgered over <ernrrtc joists.
_-flf. Eddcnco Suhlnltted! Tests by approved agencles. offfteen- thirty- seconds- ineh 17s132,,i ti,rlf 'g"rn?i]ie""i,".t
Homasote Roof Decking and inipact. foint'foaOing ie"t"'onIlomasote. F.loor DeckinA: by an afproveh ace""v ;E n"" i""t"are submltted.
Recommcndotlon
- IV. Re{.olrr|n0nd[l ion: TftIlt lho fo ou.lng ]tro(lu..l$ tutnu-fnclrrrerl D.y the tfoDxrsoto ('ouUrnny
"nO rniiaiflii rr.i .."t'iiir,In PErt Il of thtl report &ro ietfiforto;y i.lt*i,ot"" i,i'ir,.provlsions of lhc l'nlforrrr Rull(ting (,ode:
L Ff fteen-_ill trty-seconds-lnch 06 t $2", Hom&rot6 In.ultr-lng Buttdtns-Ro&rd for thc iotii*in'g u"Gi"( ) As cxterior shenthlng $lthout bulldlng DaDer whoncovorr.rl by lrn approvr:rl u,eatherhoardlni(b) As w-eotherhosrdlng rvhon appllod to an epprovedsh@,thtng,(") 41 ,: nn_tlro.tro:rrrfing npptlerl r roe y to etuds sith_oltt huilding ltlrlx.r.
,-The decking is designed for Ingtalla,tion on nominal woodJotsts one and orro-lrrrlr' inches (tri,,) tticr.-"pii"i"i,lt '.r..
Page I ol 2
,?!ai,r...v
2ot 2
(d)
(G)
Rcport No. 1016
Aa oxt rlor eoltrt, porc.h and oorport o€lllng moto.rlrl
FlvGalghthg-lnch (%") intertor type tongue and
troove plywood subffoor, o loyer of tan-thourandths-trch (.010") tlrlck rosln stzed bulldtnB;nper a,nd
ff fteen-thtrty-secorrds-lnch ( ll " ) tntek Homssote ln-rulotlng Bullding llo&rd for th6 On|sh nooring as Isubstltut€ for thc double wood floor as sot lorth lnT&blc No.4g-C of th€ (:ode.
For uro as shesthlng, the ctlectve length of tihewall rhatl not bo less thon ten loet (10,) lor each
GolDor or let-ln brace Eplaced. Th6 efrecllve lencthol tho wall Ehall rot Inoludc secflons betN'oen ooin-Ingr whlch Ero lols ln wldth thon th€ holfht of thocmrller oponlng.
Ifom.asoto nool Docklng for uro ol onc ed ttru-ofghths-inch (I%,,), one and revon-elghttrr-ln& (lrL"r,
end- two lnd threo-olghthr-lnoh (2/6") thlohcdrci- urnof ehathlng, provlded:
(o) Tho roof llve losd and apdrs ilo not G*cGcal thorc lctlorth in Telrle No. I of this report.
.t;
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.
lllu t0. t{r.lomB]E RnF [o||rs tlt FouilDs pER sQUtRt r0oT
. rSp.B are_ limlted jy !/21O defiectloo, Spacing b oerter-to-crnter olI. thrca ind one-h[lf-indr (.1N") widc frnrninl in iDches,
Itlu ilo. [ - tttowABr.E sHrrR yAru[s tr{ proul.|Ds pEn uilE t
F00T foR HotlsoTE oEcnile' : '
( b) The 2lr -lnch deeking ls not required &s & dloDhricmto resist horizontsl forces. Dtaphrogm volui lor ttrclli-inrh and I t/s-ineh rool decldng ore ar |ct torthIn Table No. II. -
4. tr'fv}.elghths-lnch (%") Ifomaaooc unatorlwmettt DCrdas &n ti8ulatlng matodol over a, subfloor,-
5. One rnd _ olcven-thlr6f-rGoonib-lncl (Ul,) HornalotcFloor Decklng provlilcd :
(s) Tho dockln8 doc$ not ipsn moFc tlien dxtGot lnch6(16").
(b) Tho floor llv6 toad doee not oxcooal 40 pounalr pct
8quore loot.
(o) Vyhero the lloor ilecklng tr aleCtgnoil a! r i[ophratrnto roslst horluontal wlnil or c€ltrnlo lotol€s. ahcmothod of Ettochment anil allorvablo rhoor vrluoraro gs let torth ln Teble No. ff.
Thls rmomlDenatstion ls rubJect to ennuol re.sxmlnrflon.
'Tbc two-foot- by cislt-foot (2,r8,) parob .ro fcri.n.d to wood tuo-togs s-poce<l with the panels cnds strgg.rcd fou| f..t ({,) In tio lonj-trrdinnl dircction.
'Th-e tobulated sheer values shall bo ndrrced. !5- per c.na for dlrphn&n
._sheors acting prr.llel to uJlt!.gg€rpd penel ed8er..rne (traphragm rcngth to widlh mtio for rvood frarn. cotrrtrucdoo rhtUnot ctceed 3:1. The ellowable dinphrrE n lencth ro wldth r.t!o for
ffiffi:r,l * mesonry wall con$truction shill be based on dciccdo rr
(a) lto rllorveblc dlaphngrn dcC..cdon ir d€t rr.incd by tL! fo=tut !
.Or (Eto) (r)
WHEREI
Ap = allowebls dlophtlgm deiecdon in incher.4 = tle unsuppottGd height of th6 wall In fect.t = tho .Iowdbto flerlrr.l clmptqllve rbc!8t|r of tLo wrll la_ pounds ptr tquarc i.och,!;to = th(. rnodulur of elrtdctty of tho u,all iE pound, DGr rqu.ra
t = th€ wdl thlckness it| lnch.!(b) Tbe diafrhngnr de8ecdon is dctcrtdncd by thc fomrulrr
nd - s + r, __ .00321 Lol (0.".)' , 5Wl. x lttE---]o.-Il;F- - --.5iiiTi-
WHEREI
A d = totll dtrlhragm deflection in jnches.
t\ ! = shc:rr dettection in inches.
A D = bendlDg defleLtion in inches.
u:ii'"*.
=
titrJt"",T $iilIn!* ".H*'itT."xs,5:Jff31'ffl
".o,o
. = ditphrngm span in fpet.E = Modutus ot elelticity of di.phrrgm cbord la poundr lrrsquare inch.I = ohent of jnertjs of chond in inchea.l
t.i" *r,"" *li.jtl.1";o,'Xi"',: f::t;"..nry
wauc rhq vrruc or Fr rherlnot rrcccd 140 &s determincd by tho f6rmular
F _ 19000 (Q^",1 Lt'" = --lo;;it;;u'q-
(f)
t. h*tnty-one-thlrty-rcconds-lnoh (Pllf3') Horna.otc Dr.|ulrtlns BuUdlnT RoErd for tho lollowlnf usoi:(r) Ar cxt€rlor shctlrlng wlthout bolldlnc DoDor.(D) Ac wcthorboordlng rvtthout shothlnfr bi bulldtn3popor.(o) For ulo an shc8thlng, the ottocdve longth of thc
wa'll rhsu not bo lest than ten foot (f0 ) for ea,{!hoorner or lot-ln brac€ r.6plac€d. The eliocdvo length
ot the wall sha,ll not lnelude seetlons between ouin-lrgr whlch &ro le$s In wldft thaa tfto h6tght of th6small6r openlnt
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n
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to mul|os ?rt squmE
F00l Ltvt t0a0
50 P0u[0s Ptt stutnEF00t UYE LotDtEcttFI Gt|aE33
S "r)l,lvr lord PlrrDr.i lod SF|cln3 ol I Lir| tord Phrtr|nlrtr I D||i to|d
32
48
60
48
49
50
24
32
48
58
59
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r rcltl3s(l|' Incirr)
M^IIfUII
sPtCnG 0f
su?P0tts(h lrci.rl
rntl||ul,
I0mtIAtwrotf 0r
sufP0Rts(h hcils)|.rttsttt
rtlowtBtE s{alith Ur. Frl Ft.)
x0. 0F xAtls PEn
SfrntNG PEn 24"wtot sltEtl
5 I
r{l
( Floor
Deck )@ o .-#Jt90
I lonrasote-6f'TEr
Keystollc
@)230
rt6(Rmf
Deck )
32
lOd Rinc
Shank
Corrrutorr
140 230
t'ta
( Roof
Deck )
48 4
l&l Ring
Shank
Contrnorr
I00 I tiO
Spacing of nails to nralginal nrt.nrbeni
parallel to spnn ( in inches )ft 4
3,
Page 3 Report No. 1694.6
(E). TjMS TRUS JOISTS: l. General: The TjMS TRUS JOISTS are
similar to the TjH TRUS JOISTS except that top and bottom chords
consist of two uprigit nominal 2-inch by 3-inch members. The 2 by 3
members of each chord are spaced to r€ceive the web memben. Stapl€s
are driven with one leg in each of the narrow faces of the 2 by 3's. The
staples are placed 6 inches on each side of a panel point. They are
driven simultaneously into both narrow faces ofboth 2 by 3 members.
2. Steel Web Members: The web memben arc identical to those used
in the TjH TRUS JOISTS cxcept the llattened end provides a minimum
end distance of l-l/4-inch€s to the centcr of th€ pinhole. The tube
gauge varies blsod on structural lequirement. They are supplied in
1- l /4- and .l-inch diametcrs.
3. Connccting Pins: Connccting pins arc solid stccl l/2-ilch anc
l/4-inch in dimrr't!'r.
4. F.nd Bcaring Detailsi End bearing dctails irle dcsigrcd li)r thc
specitic installation, Trvo No. l2 gaugc clips arc inscrtod betu'ccn tlrc
web mernber and the chord nternbcn and a 3/4-inch pin driven through
the asscmbly. Th!' clip transfcrs thc load lion thc web nember to thc
supporting nrenrbcr. Thc (lip wraps around thrcc faccs of thc chord
membcr to prcvent rotatiol of thc clip.
(F). Dcsign: TRTJS JOISIS are designed in sccordancc with recog-
nized dosign criteda- Allowrble load on web members, allowable wood
bearing load on pins, chord section properties at pin locationl and
recommended drtlcction timitations arc sct fo h in tables Nos. I,' II,'
Itt I and IVl, rcspectivcly.
(C) Onc-hour f'ire-resistive Rool'-ceiling or Floor-ceiling Construc-
tion: The construction consists of TRUS JOISTS spaced a maximum of
32 in!'hes on center with a subfloor of minimum s/8-inch thick exterior
gluc tongue and grooved plywood and an underlayment of 5/8-inch
thick plywood applied with joints staggered with the previously applied
laycr. A single laycr of plywood is permittcd for roof construction in
accordance with Section 4305 (b).
Kaiser l/2-inch Type X Super Null-A-Fire gypsum wallboard rs
applied with the long dimension perpcndicular to fhe joists and is
fastened to the joists with s-penny nails spaced l2-inches on center
located a minimum of l/2-inch fronr the edge of the board. Resilient
furring strips forlned from No. 28 galvanized steel are inslallcd
perpendicular to ths joists and arc spaced not to cxcccd l6-inchcs on
centcr. The tirrring strips lre fastencd to cach joist with l-.5/8-inch long
No. (r u,ood scrcws. A llnish laycr of Kaiser l/2-inch type X Suptr
Null-A-l"irc gypsurn wallboard is instulled with thc long cdgcs of thc
board perpenrlicular to tlrc turring strips and is lastcned to thc l'urring
strip with l-inch long No, 6 sell'-tappirtg scrcws spaccd 8 inchcs on
center. Whcrr wallboard cnd joirrts fall bctwocn luring strips, addi-
tional l'urring strips arc iDstalled so that thcy spsn bctwccn at lcast two
joists and extend a minimum of 3 inches beyond the end ofjoint. The
second layer is finsihed with tape andjoint compound,
IlI. Points of Vniance with the Uniform Building Code: The
Uniform Building Code does not specifically ptovide for this type of
construction.
IV. Evidence Submitted: The results ol load testc on component
parts and full scale load tests on joists as well as an analysis of test
results prepared by S.B. Barnes & Associates, structural engineers, have
be€n submitted.
RECOMMENDATION
V. Rccornmcndation: That thc TjL, TjH, TjM and TjMS TR(IS
JOISTS as describcd in Prut Il of this rcport are I satislbclory altcmatc
nrcthod of construution to that spccified in thc Unifonl ltuilding Codc
providcd:
l. Thc joists arc labricated in accordlnoc with thc provisions set
tbrth in Rcse,rjch Rcport No. IrA-128.
2. Thc 1'RUS JOISTS arc dcsigned using the working strcsses sct
forlh in the Code. Lumber shall comply with TRUS JOISI grading
rules copies of which are on lile at Conferenc€ Headquartcrs.
-1. The allowable loads do not exceed the values set forth in Tables
No. I, No. II and No. lll.
4. Increases for duration of loading as provided for wood members
and their connections may be used in accordancc with the
limitations specified in Chapter 25 of the Code.
5, Top chord shall be designed as a continuous member subject to
combined axial and bending strcsses,
The bottom chord shall be designed as an axially loadcd tension
member whsn ceilings are directly applied to the chords or to
stdpping not more than 24 inches on center and the ceiling load
does not exceed l0 pounds per square foot. For conditions more
severc than this, ir sharl be analyzed and ric$gned as a continuous
member subject to combined axial and bending stresses.
6. Dcncctions are lirnitcd as set lorth in Table No. tVl using beam
fonnulae and considering the full arcas of the top imd bottom
chords and thc modulus of elasticity assigned to the type of
lunttrcr uscd.
?. Whcrc a onc-lrour tin'rosistive tinre pcriod is rl}quircd construcl.ion
shall comply with Part II of this report.
'fh$ rccourtnendation is grantod fbr a pr:riod of one ycar frotn datc,
at which tiurc a rcqucst shall bc nrade lbr re-cxunination in accordanc.c
with thc I'olicy and Rules of Proccdurc of thc Resca.rch Committcc.
TAELE NO. IV - DEFLECTION LIMITATIONS
TRUS JOISTS
LIV€ LOAD PLU!|
DEAO LOAD
Roof Member
Plaster Ceiling
f Member -
No Plaster
Septcnber 28, 1972
Mr. Bruce Reed
P I nka rd Construct I on CompanyP. 0. Box 26227
Denver, Colorado 80226
SubJcctr .Lodge South Ufl I ltles
Dcar Bruce:
To conflrm our m€otlng of today, the lollorlng rare thc polntrye dlscussed concornlng thc utllltles for the Lodge:
l. The flre deportnenf rlll allor wrter to be tapped to thb 6rl
exlstlng rater llne ond a hydrant rlll,be Installcd on the
same I Ine for flre protecflon. The orner must undorstand
and ll wl lllng to accept reduced prEseure In fhe event of
a flrc In adJacent bul ldlngs
2. A screr maln llnc orust be Instalted froa nanhole approxlnately
l80f north of the Lodge. Thls llne nust be Inrtaflod by an
approvod rncln-l{ne contrcctor and the rocd r.3torcd to lts
ei<isttng condlti;;. - aio"-aie to br let,ln .accoidince wtttr I '
fho Rqlos and Regulatlons f,or fhe Val I tlatcr end Sonltatlon
Olrtrlct.
5. l.nstallbtlon of gas I Ine wl I I b€ coordlnated wlth thc Ingtal la-
tlon ol thc cerer llno and tl ll bc bt-'.oughf In f r:om the same
locotlon ar ths lewcr.Fonhole locatlsn.
1. Ferert Servlco vl | | lsgse ! parklng gcralt condltlonal upon
lpprovod lcndscaplng plans to bo rubmlftsd to the Town and to_
fhe. Fsrrst 56rvlcs. Approval of fandrcaplng plan'rl ll be
cond I tl ona I upon spprov€d dra I nage des Ign . Storm ltercr friay
bs Installed ln conJunctlon rlth. tho sanltary grfor or you can
nrks usc of the exlrtlng culvert batreen f,l I lor Srldge and
Forcst Roadg...
I f yorl
Yours
have f crtha.r q,srgf lo06,
-itrulyr .,,
plraei feel' freg fo contlct me..:.
:
Hr'.-Ed..DcVl lbl9!, RNL, toc.
,,1
T0rr.l 0F vAt'L , :
Kent R. Rose, P.[. ' : '
T,\uh f ^r'l nao r
Voil Plumbing Corp.
660 Front Range Road
Littlefon, Colorado 80120
September 22, 1972
l,lr. Kent Rose
City Engineer
Tovm of Vail
P. 0. Box 100
Vail, C0 81657
Dear Mr. Rose:
Pursuant to our
request that you
telephone conversation of today, I would like toqualify our company as a mainline contractor.
lJe have ln our employ a man whom we consider to be one of the
finest equlpnent operators. He operates our 3500 Ford Backhoe
with a thirteen foot boom.
The way I propose to undertake the task of installing the sewerline for the Lodge South is as follows:
l{e will cut the black top before starting excavation. Our mnwill then try to excavate. l{o deeper than the sewer line hasto be installed, if he can dig lt at all; I feel certain that
he can, and wil'|, do the Job faster than a larger machine. In
the event that he cannot make fast progress; due to the slzeof rocks encountered, we wlll frmedlately back flll what he has
dug and bring in a larger machlne.
I personally know of many cases where he has dug, installed pipe
and back filled more than 300 feet of an installation such as thisin one day. However, that was in Denver where te did not have the
rock problems that we may encounter.
I know that you are concerned about having your streets torn upfor a long length of time. Please be assured that I want to
expedit0 the job as soon as possible, just as you do.
lle are enclosing a copy of our insurance certificate. If thisis not satisfactory, please let me know and I wl'll have the limits
raised for this particular Job.
n+3701
nvgql
Very truly trours,
-/@Lyle V. Everson
President
LVE/pb
cc: llr. Bruce Reed
Pinkard Constructlon
THE *OERN cAsuALTy AND sunnrfoMpANy
THE WESTERN FIRE INSURANCE COMPANY
HOME OFFICE-FORT SCOTT, KANSAS 6670I
CERTIFICATE OF INSURANCE
,. . . 19p..:1..i.11
rhis is to ce'titrtx$IB{otpwfrSttgbSarltfl45norilhElal il{PrEdfy. srgf&S€Ug,he&f )ffid5.0fdfiltthsffi" silEloase
Name or Insured.... -plgr-u-r"e. -c-g-*g:.*,h.r...Y*ll-..1-r-y"t-ttu-..9glP:...e.i...-EY-Ti-o-.1
pl-.Pltg
99:..1....1..9-9-b.: 99lg:
Vallr Colorado
This certificate of insurance is not valid unless it is signsd by a duly authorized representative.
Plunblne Contracttag
THIS CERTIFICATE 15 NOT A CONTRACT OF INSURANCE
NOR IS IT AN ENDORSEMEHT TO POLICIES LISTED BELOW.
Descr iption of Work..
Va11., Colorado
Location of Work
FO Rfl OF ITSU RAIICE POLICY IIUXBER EXPIRATIOT OATE LIfITS OF LIAEILITY Cov.rate l! not provlLd tor lten3
lalor unla3s Indlcet.d by "r':Worhmq|'r Compen3atlon
Employlr'3 Llablllty
Fully complies with State Law
$
G.||.r'l Llabl llty
'x" indicated Form of lnsulance
ff;omprehoslve Garrral
E llN|ufrcturrrr' ard Contractors'
! Owncrs', Ladlordt' d Tanarlr'
tromptetcd Operatlonr - Products
n lndq.nd$t Contrrctors
Tllcontr".tu "l
A;c 566778 L-L5-75
Bodlly Injury
loorooo. :a"lperson
3OOTOOO. ea"h
urlence
300r000.$-aggregate
Proprrty Danagr
IOOrOOO. each
t
E
occurrence
I00,000.
aggegate
"x" blasting or explosion
'c" collapse
"u" underground damage
'd" undei8round resources
"e" blowout or cratering
x!
d
c
!
tr
! Ercc$ Llablllty Pollcy eacn
$-occulrence subiect to under lying
$-aggregate polic ies and retentim'
Artomo!ll. Llrblllty AGc 566718 L-L5-75 Bodlly lnlury
loor0oo. each
300r000.eacn
occurence
P|Dp.rt' Dem.t.
1001000. sach
t-occurrence
Allowned artomobiles d
Hired and
;;-;; automobires Et
Specified Artomobiles
as listed b€low: n
The inclusion oI ony indemnity clouse
negotivcly cmendr, extends or oltcrs tha
in dris certlff cot. is 6r infornotion ly.Thc inclusion n
conirocbol liobilit ofbrded by thc tcy or pol i ci cs
IATN!]NBACH
ofli rmotivcly
hcrein.
D ate Sclterba n. Lnz
I,lttloton1
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(citYl
Folm WC 700$R9
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g September 13, 1972
H
Nool
6
9 Mr. Jeny Aldrich
8 Buildins Officiol
tr Cify of Voil
7 Box 100$ Voil, Colorodo 81657
I
I Re, Lodge South Condominiums ot Voil
a
ItJ! Deor Mr. Aldrich:
saf, Completed preliminory review of ICBO, September 7, 1972, letter ond
P with the exception of item 3(o), o clorificotion on two or three ofher
; items ond previous voriences. lt oppeors thol we will be oble to sofisfy
! yovr code requirements.
zz
$ Mony of the items referred to ore specificotion referrqls ond to drowings
.i in our detoils monuol, both of which hove onswers contoined therein which
fi ore nol on lhe drowings.
t!z
9 At your convenience I suggest o conference io review oll items so thot
T *. moy conclude them fo your sotisfoction.
FIIUEfi Will cqll ;rou for on oppoinfmeni eorly nexl week.
Yours truly, -, IO | / ,/) tl - lt otrlo
Cdaf,ad. Lr l)f Ut#tW
Edword A. DeVilbiss XP
EAD:lp
ROAD
International Conference of Building Officials
s350 50urH
[.f'
WHITTIER, CALIFORNIA 90601 (213) 699-0541
Septernber 7, 1972
OFFICERS
PREAIDENT
PERRY C. TYREE
FtEG IONAL BU ILDINO OFFICIAL
COLORADO SPRINGS. COLORAOO
FIRSI VICE-PRESIDENI
EUGENE B. PESTER
SUPEFIINTENDENT, OEPARTMENT
OF BU ILDING AND SAFETY
POMONA. CAI.I FORN IA
SECONO VICE,PRESIDENT
NEV\/ELL FOCK
CH IEF BIJILDING INSPECTOFI
YAKIMA, WASHINGiON
TREASURER
VINCENT R. BUSH
SUPERINTENDENT OF EUILDING
VERNON. CALIFORNIA
JUNIOR PAST PRESIDENI
TED E. DUKE
BU I LDI NG OFFICIAL
BIL'-INGS. MONTANA
EiECUIIVE OIRECTOR
T. H. CARTER
5360 5. WORXMAN MILL RO
!l/H ITTIER CALIFORN IA
MANAG ING DI RECTOR
JAMES E. EIHR
5360 5, WORKMAN MILL RD.
\^/H ITTI ER. CALIFORN IA
DIRECTORS
GAYLORD C. DOWO
DIRECTOR OF INSPECTIONg
KALAMAZOO, MICHICAN
DONALD A. ERICKSON
D I RECTOR
DEPARTMENI OF INSPECTIONS
M I NNEAPOLIS. MINNESOTA
BTLL P. HORN
CHIEF BU ILDING INSPECTOR
PIERCE COUNTY
TACOMA. \/vASHINGTON
CHARLES R. H INKLEY
CH IEF 8U ILDING INSPECTOR
MOUNTAIN VIEW, CAI-IFORNIA
VICTOR L. TAUGHER
BU ILDING OFFICIAL
COUNTY OF ALAMEDA
HAYWARD. CALI FORN IA
JACK D, WHITE
BU ILDING COOE ENGINEER
KANSAS CITYI MISSOURI
VINCENT R. AUSH
SUPERINTENDENT OF BU I LDING
VERNON. CALIFORNIA
DICK T. JORDAN
DIRECTOR
BUILDING OEPARTMENT
AU6TIN, TEXAS
RAY J, NOKES
BU ILOIN6 OFFICIAL
COUNTY OF SANTA EARBARA
SANTA EARBARA, CALI FORNIA
Jerry Aldrich
Building Official
City of Vail
Box 100
VaiL, Colorado 8L657
Dear Mr. Aldrlch:
Pl-an Cheek No. 8645
Project: Lodge South
Condoniniums
RECIfiCK
We have received letters dated August 7 and L7, L972 from
the architect in response to the eosments raised in our
letter dated July 26, L972. Our corunent s follow the same
numerical sequence to those in these letters. Since
revised plans and specifications rdere not resubmitted' rde
are unab l-e to verify the corrections made.
GENERAL COMMEMS:
1. Coment remains. No revised plans were subnitted with
the letter.
2. Cosment lemefng.
NONSTRUCTIJRAI, COMMEMS :
1. For your infonnation.
2. For your information.
3. (a) Conment renains. The high ceillng lobby through
the second floor reqrires two-hour wa1ls and
labeled 1| hour fire assenbLy at the openings
in the second floor walls.
(b) Comnent remains. Compllance with Sectlon 4303 (b)-3
should be indicated on the plans.
4. Coument remains.
5. Coment satisfiecl.
OFFICEg OF ThE
EXECUItV€ OTRECTOR
T. H. CARTER
I'A'lAGINO OIRECTOR
JAMES E. BIHR
TECHNICAL OIRECTOR
D. R. WATSON
ftueae- ^"sto"
Q,o* d
2
6. Cment satLsfied.
7. Corment rernains. You to verify.
8. Conment remalns. Please refer to ICBO Research RecorrnendatLon
No. 1497 for speciflcations or you ehould refer to Code item
nunober, or refer to other IGBO Research RecomendatLon numbers.
9. To be verifled by you.
(a) Coment renains. |-inch Flre €ode C. Reference should be
made to ICBO Research Recomendation nunber.
(b) Coment remaing.
(c) Codrnent remaing.
10. (arb,c,d) Comnnent renains. InclLcate attachnent on the p1ans.
11. Gomrent remains. Fire retardant wood does not comp ly with the
Code reguirements.
L2. Co@ent not appll.cable.
L3. Cotrment not applicable.
L4. Connnent feme{ns.
15. Corrlment renaLns.
16. Gomrent remaLng.
L7. (a) Comnrent remaLne. Three-hour protectl.on required of second
floor begms.
(b) Co@ent remaLns. No Detail Nzl-A provided. See cotumn
flre proofLng note 9 (d)-04.
(c) Coment rempins.
(d) Cment remaLne.
L8. Coment remaing.
19. C@ent satisfied.
20. Co nent satisfieal.
21. VentilatLon patt of conment satLsfieal. Light part of cment
not satisfLed.
3
22. No Page 8 (d)-4 provided.
(a) Comrent remains.
(b) Connnent remaLns. IGBO Research Recomendation nurnb er should
be specifie<l.
(c) Coment renaing.
(d) Coment satlsfied.
(e) Co'rnnent satLsfied.
(f) Coment remalns. Window (e) shouLd be a labeled three-fourths
hour fire assenbLy.
(g) Cotrment satisfled.
(h) coment remains. Stalmay is roofed and has enclosute walls,
therefore, ls not coneidered an exteriot stainvay.
(i) Coment satisfied.
23. Coment remaLns.
24. Conment remaLns. Drainage over gite should ehow on the p1-ot plan.
25 and. 26. Conrnent satisfied.
27. You should verify.
28. C@ent remains.
29. Connnent remains.
30. Co@ent remains. Notes should specify glazing to conply with
Grapter 54.
31. Coment remains.
32. Comment remaing,
33. Coirnent remaLns.
34. Coment remaLus.
STRUGTIIRAL CO}IMEMS:
1. (arb,c) Conments rernain. Statement ehould be placecl on the plans.
4
2. Co@ent remaLn6. Soil report not subnitted.
3. Co@ent renal.ns. No new calculetions subnitted.
4. Connent remalns. Sectlon L.2 of the A.I.S.C. ltunual of Steel
CoustnrctLon requires the design of connectl.ons for contlnuity
for dead and live loads unless connections are sholcn to have
inelastic rotatLon capacity to avoid overetressing of the
fasteners under dead load plus llve Loads plus lateral loa<ls.
5. Coment remaLns. IGBO Regearch ReconrmendatLon is reErl.red for
roof and floor decklng.
6. Con'nent remains.
(a) Should have Regeareh Recormendation dependlng upon detail
of connection. Eow does force at Line G get to Line H?
(b) Attachment should comply wLth Research Reconnnendatlon.
(c) Corrrment renalns. See allowable shear valueg for one-inch
anchor boLts TabLe No. 27-I.
7. Corment satisfLeil.
8. Coment satlsfied.
9. Coment satisfled. You should verlfy.
10. (a & b) Cornnents satisfied. You should verify,
(c) Cornment reme ins .
(d) Corment satiefied.
lL. Coment satlsfied.
L2. Conrment satisfled.
13. Conment remains. Crose sectlon should be provided to show supportfor vertical. reinforcLng.
L4. Conrneat satLsfled. You should verify.
L5. (a) Co'r rent remal.ns. Pipe colunne sholrr on Sheet S-2 are on
Line L.
(b) Cornrnent femains.
(c) Goment remains. Shoukl shorr weld and plate sl.ze.
(d) Corment remslns.
(e) Coment ron"alns. llhere ls Detall 2-SD-20?
16. Comrnent satisfied, you should verify.
In answer to your queetlon concernl.ng the constr:uctlon of roofs over
balconies we have been allod.ng noncombustlble constr:uction petmltted
by SectLon 1710 for roof proJections at the top story of buildlngs
for private balconiee. The area of prl.vate balconies at all stories
have been exempted frorn the buLlclLng area.
A11 data is belng heLd pending receipt of further instr:uctions from
you, If lnstructlons are not received, data will be returned in
90 days.
Please feel free to cotrtact ue Lf there are any questlons.
Yours very truLy,
IMERNATIOI{AI COIIFERENCE
RIlt: glu
RO GER5, NAL:I L, IA NGHART
PROJECT REPORT
,*Ojrar. Lodo" ot Voil NO ': 277 t'
'r
DAIE:ql/72
PERAT
JOB & WEATHER CONDITIONS:
PROGRESS OR WORK.
Generol Controctor hos porred oll externol concrete footing pods ond for the pct week
hos bsen in thc proccss of opening up the bosement oneo.
Under ground flowing wotcr os expected by the soil reporl wqs Gncountered, therefore,
the contmctor is procceding with the use of sump pumps to keep the woter down qs low
gr porslble rc thot thc footlng pods in thc bosement oreo, thc droinoge sysicm ond the
sump pump oncos moy bc Inrtollcd. Concrete footlngs in thcse onaos one being poured
immcdlotcly qftcr thc de-wotering prcce$ hqs been completed in the cncored opening.
Progres ot this tlme ls extrcmely slow, however, once the concrete footing pods in the
bosement oreo hove been completed the foundotion wolls ond columns in this oreq
will bc pourud ond the structurol steel components will begin to be erected. lt oppeors
thotthestructuol steel will begintobeerectedthelotterportof theweekof the llth
or the first port of the week of September l8th. Progrcss of the proiect should improve
during the month of Scptember.
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DOCUMENTS DELIVERED OR RECEIVED:
ROGERS,/NAGEL/ TANGHART orchi tects
1626 Siout Strcet
Denver, Colorodo 80202 Tel . 222-4731
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Sepfember l, 1972
Ms. Diono Toughill
Voil Building Deportment
Box 100
Voif , Colorodo 81657
Re: Lodge South Condominium ot Voil
Deor Ms. Toughill:
Enclosed is o leiter from our slructurol engineering consultonts relotive
to one of fhe ICBO review letter items regording slob mesh os originolly
pecified.
lf reguired, pleose provide the necessory opplicotion form ond schedule
or oppeoronce ot the eorliest possible dqte with your Boord of Appeols so
thot we moy discuss fhis item.
EAD:lp
Enc losure
Yours tru ly,
L: ]
ANDERSON
2O BRYANT
STINGS
NVER, C
& HA
. DE
CONSULTING ENGINEERS
OLORADO 80219 r 922-3796
ro
August 30, 1972
Mr. Ed DeVilbis
Rogers/Nage I /Langhart, Arch itects
1601 Arapahoe Street, Third Floor
Denver, Colorado 80202
RE: Lodoe South Condominium
Dear Ed:
Structural comnent number 11 in the lCBO plan check letter to Ed Struble,
indicates that the resh provided in the floor slabs do not meet the 1970
Uniform Bui lding Code. The section referred to, 2608 (g), is minimum
reinforcing for ternperaf ure and shrinkage.
The reinforcerent provi ded (6 x 6 - 10/10 WWF), according to the latest
Wheeling catalog, provi des a superimposed slab capacity of 328 P.s.f.This is much greater than a required capacity of 69 p.s.f. Our own cal-
culations show that for a single simple span, the npst severe condition'
the slab capacity is 248 p.s.f., which is much greater than 104 P.s.f.
reoui red.
We fee I that the structural capacity of the slabs, as shown on the
structura I drawings, far exceeds the requi red capacity and additional
reinforcerent is unnecessary. The nresh specif ied provi des reinforcement
at 10 inches o.c. each way and is adequate for temperature and shrinkage
reouirenents.
lf we may be of any further assistance in this matter, please call us.
Very truly
H,L
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Augusf 23, 1972
Ms. Diono S. Toughill
Voil Building Deportment
Box 100
Voil, Colorodo 81557
Deor Diono:
All drowings of fhe existing Lodge ot Voil hove been retumed to the
Owner. lf these drowings will be helpful, I suggest thof you contoct
Mr. Ross Dovis ond borrow them from his files.
Yours truly,
EAD:lp
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Augut 17, lgl2
Mr. T. J. Ko)rynotl
lntrmofbrol C.onfrrncr of lulldlng Offlclolr
5ill0 Sorrlh Worlnon Mlll Rood
Whlttbr, Collfomlo 90601
Rrc Lodgt Soulh Condonrlnlumr
Dcor Mr. Koyonoter:
In rrvlcwlng )rour oiltrnnt! ;1lotlw io tho chrck lld ptpord fu th.
t,odgr Sorrfh Condonlnlumrr n rrcd yun lnlp ngordlng an Intopntqtlon
of thr dcflnltlm of flor ono prr Scctlon &7 and rhl oppllcdlllry undcr
Srctlon l7l0 or lt muld opply tro ilre rxtcrlor bolconht. lf thc: bolconbr
orr rpl Includcd wlthln lho floor srro vr rvould prrfcr io prwldo thc mof
crrhongr o nqrcomburtlblc but mt protrcrrd for flro rul$oncr, cxccpl
uirn lhly on dovr bolconbr uEl tr rxlt puryorcr. Do pu conrldor
thot thc prlvoir rxirrlor 5'-0' bolconlo foll wlthln thc dsflnltlon of
ur$b floor qro, Sccllon 407?
EADrlp
ccr lulldlng Depodmrni
Vsll, C,olorsdo
Archlfcr @crtrq
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August 15, 1972
Mr. T. J. Koyamatsu
Internailonal Conf€renc€ of Bul ldlng offlclalg
5560 South l{orkmon Ml | | Road
lihltfler, Call fornla 9060 1 Re: Lodge South Condoml n I ums
Docr Mr. Koyamafgu:
Encloscd ls an answor from RNL, Inc. on your Plan check for
the Lodge South Condomlnlums. There ar€ several ltems whlch
I revlswed wlth the archltect today and have been taken cere
of by varlonce. Referencos ars to gour plan check lctter;
2.Thls ltem odJolns U. S. Forest Servlcc property and
by def Inltlon o trPubllc Waytr. A varlance has been
f or the sotbcck f rom f h I s properfy I 'l nc.
ls
grrnted
7.
2t.
22,
A varlanco wos granted fo pernlt the use of a rrcold roof rf
ag deslgned by KopPers.
Mechanlcal ventl latlon has becn provlded and the Bul ldlng
Department rlll accepf the mechanlctl llghtlng In fhls
I nstance
(h) - Stalrg rlll elthcr be encloscd as r.qu€sted or a
varlonce rl lt 6e apPl led for
( I ) - Has booR redes I gned to. rnect smokeproof enc losure
requlremcnfs.
| 8. Tho Va I I Bu | | d I ng Deparf rnent he e
allovcd undcr Seetlon ll05 to onl
lf you havc furthcr questlonl,
Depc rtment .
Yourg truly
TOI{N OF VA I L
allorcd the cxceptlon
t thc mochon.leal .Yentl laf lon.
plrrs:b contae? fhe.Bu| |dIng
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Dlana S. Tough | | |
Bul fdfng Dopartment !
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Augusf 7, 1972
Building Deportmenf
City of Voil
Box 100
Voil, Colorodo 81657
Re: Lodge South Condominium
Gentlemen:
Our copy of the UBC review letfer dqted July 26, 1972has been received
ond in our opinion oll items nofed hove subseguenfly been brought info
confiormonce with fhe Uniform Building Code ond fhe Ordinonces of the
Town of Voil.
Our discussion regording eqch of fhe listed items noi including the struclurol
commenfs beginning on poge six is enclosed. The shucturol comments ore
covered in o seporote ond occomponing letter from our consulfing structurol
engineering firm, Anderson ond Hostings.
From the body of the review iexf we would like to bring forword ond discuss
those items to which we hove given speciol ottenf ion resulting in modifico-
tions or supplementotion with informotion not included in the originol
contrcrcf drowings ond speciffcotions in order to ossisf you in evoluoting
those items which were not odeguotely covered in the zubmission for o
building permit.
Poge l, ltem 2. (o) thru (e)
Included with this letier ore four prints of Sht. A-l revised ond doted
AugusJ 12, 1972. We request ihof you crpprove os provided in UBC
Section 106 ihe use of fhe oreo designoted on the revised site plon os
U.S.F.S. permit lines os "yord" ond "public spoce". We errored in
not including this informofion on the originol drowing.
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August 7, 1972
Poge 2.
Poge 3, ltem 17. (o)
Beoms shown on Sht. S-2 supporting columns F-2 ond G-4 will
be individuolly fireproofed with o two hour rofing in oddition
io the three hour envelope os designed.
Poge 5, ltem 22. (i) (l) ond (2)
The west stoirwoy will be enclosed os required to conform wilh
UBC Section 3309 (g) with one hour doors of oll floors. In
oddition, the connecting portion of bolconies on the fhird,
sevenfh ond eighth floors io fhe bolcony vestibules will be
delefed os shown on ihe ottoched bolcony plon io prevenf
occidenfol egress onto fhe bolconies from the bolcony vesfibules.
This leiter ond fhe enclosed letter review moy be considered os port of
ihe controct documents submiiied with the opplicotion for the building
permit, ond ony odditions or chonges will be preformed os confoined
herein. Pleose nofifo our office if furfher informofion is required or
you would like us to hove o conference wifh you - we will offer our
full cooperof ion .
Sincerely yours,
EAD:lp
Enclosures
Archiiecf
CONFERENrcE OR
The following items qrc nofed in the order os they oppeor in the leiter with
reloted rebrencing.
GENEML COMMEMS
Item
Item
t.
2.
Existing ond revised grodes ore shown on Sht. A-l,
Refer to yord ond public poce provided by U.S.F.S. permit lines
Item I.
Item 2.
Item 3.
NO NSTRUCTURAL COMME NTS
Item 4.
No comment.
Refer to U.S.F.5. permit lines os shown on revised site plon Shf . A-l .
(o) Occuponcy seporotion is provided per Shfs. A-3, A-l l, S-7 by
8" concrete block ond 8" poured concrete wolls. Refer olso to block
pecificotion section 4A-M in conformonce with UBC Toble €-8,
Items fl qnd 28.
(b) Columns ore encosed in concrete fire protecfion poured up to level
of concrete slob qs shown in detoil SD-9 to mointoin seol of 3-hr.
envelope ond confinuify with concrete slob.
Three hour 8" block occupqncy seporofion woll between lobby ond
porking orco is supported on 8" structurol concrefe slob, detoil 5
Shi. S-7 in onfiormonce with UBC Toble 4i!-C ltem l. Remoinder
of seporotion wqll is 8t' strucfurql concrete wqll continuing down to
fioundofion.
The occuponcy seporotion, between the first floor lobby ond po*ing
oreos, exfends ihru underfloor io seol wiih concrete slob os slrown in
Seciion 2, Sht. A-l I .
Provided Sht. M-9.
Apprcved by vorionce, Town of Voil Boord of Appeols lvleeting,
Februory lO, 1972, to focilitote instollotion of "cold" roof reguired
to retord melting ond refreezing of snow.
Provided. Indicofed on detoil sheefs AD-7 ond AD-8, ond plons 3
ond 4 on Sht. A- I I . Specified br oll shofts, pecificotions 9D-04.
Assemblies ryecified l0A-04 ond l0A-06.
Ppvided. All porfifions ore min. I hr. door 74 pr door schedule is
l-3/4 solid core qnd will hqve o I hr. roting per chonge order.
Chuie dischqrge ond gprinklers will be provided, os indicoted qpecific-
otions 10A-06.
(o) Provided. Refer to +ecificotions 9D-M "Ceiling Sysfem - Supended".
(b) Provided. Refer fo ?ecificotions 9D-O4.ffi
specific United Stotes Sypsum publi*red detoils. Enclosed is o copy of
USG Monuol.
(c) Prcvided. Refer to USG A-1202 os specified in Section 9D-04.
Item 5.
Item 6.
Item 7.
Item 8.
Item 9.
hem 10.
Item 10.
Item I l.
(d) Provided. Refer to interior portifion foce os ryecified USG
Sysiem A-1n2.
Prcvided. All eove over{rongs ond proiecfions ore supported by
noncombusfible steel beoms ond steel deck. Finish wood trim is
fire retordont os Fecified inSection 6A-05. All overhongs over
exterior bolconies ore proiecfed wifh 2 hr. roting, shown on plon
I on Sht. A-9.
Not opplicoble. No shower stol ls.
Not opplicoble . No bothtub enclosures .
Not opplicoble or required.
Provided, with pecified heotilotor ossembly.
Provided. Specificotions 9D-04 qnd USG ossembly. Refer io
enclosed monuol .
(o) Provided. See ltem ond discussion ot beginning of letter.
(b) Provided. Detqils SD-10, A2l-1.
(c) Provided. Where opplicoble.
(d) Provided.
Wherc goroge is open on fhree sides, odditionol ventilotion is not
effective. Requesi occeplonce of exception per UBC Section I105
Poge 74.
Provided.
Provided. Sht. M-7 pecificotion Section l5D-05, D-1.
Requiremenfs for ventiloiion ore met by continuouslyiliroted system
os shown on Sht. M-7 ond specified in Secfion l5D-05, D-2. Defoil
Shts. AD-6 ond AD-7 slrown the omouni of openness into living oreos
for noturol light. Both fypicol kitchens provide in excess of 25 q.ft.
of opening if doorwoys ore counfed. lf, in the opinion of the building
inspector the doorwoy openings ore nof ollowed br nofurol light, the
omount of kitchen cqbinets over the open counfer (though needed by
fhe owners of fhese condominiums) will be reduced os requesled.
(o) Provided. Refer to specificotions hordwore schedule beginning on
Poge 8D.4.
(b) Provided. Corridor portitions ore one hour. All ceilings minimum
of two hours. Specificotions Section 9D-04.
(c) Provided. All doors opening inlo corridors will hove twenty-minute
roting.
(d) Provided.
(e) Provided. Refer to Defoil AD-l l.
(f) Provided. Windowtype "C" strown in elevotion l, Sht. A-7 is not
operoble, see defoil sheet AD-5. Will close off open oreo of woll
common no $qir no. 3 ond covered po*ing oreo shown in Section 3,
Sht. S-l by moking woll solid.
(g) Provided. See stoir secfions I ond 2 on Sht. S-4.
(h) Not required, os eosternly sfoir is on exierior stoirwoy os referred
to in UBC Section 3305 (k).
l) Provided.
2) M exit enclosures.
3) No doors.
Item 12.
Item 13.
liem 14.
Item 15.
Item 16.
Item 17.
Item 18.
Item 19.
Item 20.
Item 21.
Item 22.
-2-
o
fu,aVeo.@-tWanefi6 , @w(eav QVAWnS
llen 22.(i)l) Provided. Seven I hr. doors with closing devices per UBC
Section 3309 (h) 6 will be provided by controct chonge order.
2) Provided. Portions of bolconies on third, seventh ond eighth
floor will be deleted so thot bolcony is nof connected to open oir
exit vestibule.
(i) Provided. Refer to Shts. E-4, E-5 qnd +ecificotions Secfion
r6D-02.
Item 23. Provided. See elev. l, Sht. A-7 ond plon Sht. M-5.
Item 24. No roof droinoge system required.
ftems 25, 25 & 27.
Provided. Refer to shts. M-8, M-9, M-10 ond specificotions
Section l5H.8. ,zProvided. Closs lll poneling is glued ro I hr. drywoll.
29.t -Provided. Soecificofion Seclion 8E-0?29.t2Provided. Specificotion Seciion 8E-02.
30/tProvided. See orevious ltem l0- ond U!30/2Provided. See previous ltem 10. ond USG Mqnuol .3l{ }rcvided. Specificotions Section 4A-05.3l { tPrcvided. Specificotions Section 4A-05.32,/ Provided. Detoil 10, Sht. AlO. (Even though code intenf moy nor
,he for exterior decking).
33f .Provided. Specificofions Section l4A-02, lost sentence.
t+aorh./
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ANDERSON
I2O BRYANT
& HASTINGS CONSULTING ENGINEERS
. DENVER, COLORADO 80219 o 922-3796
COMMENTS ONTHE REI'IEW DONE BY INTERNATIONAL CONFERENCE
OF BUILDING OFFICIALS FOR LODGE SOUTH CONDOMINIUM
PIAN-CHECK NO. 8645
l. a, b, c. Rogers,/Nagel,/Ianghart, Archltecte are provldlng a quallfled
lnspector to observe constructlon Fogress throughout the prolect. otrr
offtce wlll make lnspectlons ae regutred and requeeted by the Archltects
tnspector. Bearlng type connectlons are not requlrcd.
2. Pertlnent solls lnformatlon ls enclosed.
3. The 80 p.s.f. total load used ln the deslgn of the roof was
a early estlmate of the type of roof constructlon. A more careful examln-
atlon of the flnal constructlon lrdlcates a dead load of 15 p.s.f. Thts
allot.rs a llve load of 65 p.s.f. Thls wlll malntaln a total load of 80 p.s.f.
The drawings wlU be changed to lndlcate a snow load of 65 p.s.f.
4. The structure ls dealgned ualng type II construcUon Fef .
1970 Manual of Steel Constructton and Speciftcations for the Deslgn,
Pabrlcatlon and Erectlon of Structural Steel for Butldtngs, Amerlcan
Instltute of Steel Constructlon). Thls permlts the deslgn of beams as
slmple epans for gravlty loading provlde that the connectlons have the
capaclty to reslst lateral loads.
5. The 3" concrete elab acts as the horlzontal dlaphragm and
thls shear ls transferred to the wlnd truss at line l, 10. 16 ard 24, thru
shear studs attached to l2 lnch beams Re/25D10. Slab retnf . Re,/answer
+rr.
5. a. 9ee Attached Calculatlons.
6. b. Beam llnes C e G at T.O.8. elevatlon 149'-2-Il/16" ts a
moment reslstlng frame for lateral loads slmtlar to lower floors.
6. c. See Attached Calculatlons.
7. The basement wall ls eupported by the slab on grade and {14
dowels @ 12" at perlmeter of basement. Re,/lSD2.
8. Refer to ISD{, whlch lndtcatee bottom of footlngs extend to
a mlnlmum of 3'-6 below grade.
ANDERSON & HA,STINGS CONSULTING ENGINEERS
.t2O BRYANT . DENVER, COLORADO 80219 . 922-37s6
9. Hqtzontal baaemcnt wall relnforctng shown tn 4S7 ghall be
changed to {t4 @ 10" o.c.
10. a. Answered ln questlon No. 3,
f 0. b. Corrcrete cover for *5 baro wlll be changed to read 2".
10. c. The conncettonalong ltne C & G shall be ae detatled on
detltl lSDf 6.
lO. d. The deck does not need to be palnted !t lnterlor areas.
ll. The rclnforcament shorf,n, wlll bc revlsed to be 6 x 6 - 6,/6
WWF ln place of 6 x 6 - lO/10 wwT.
12. The elevator loads were lncluded tn the deslgn of beams and
columns at the elevator.
13. Sectton lsDl,. the pler relnforclng note shall be changed to
read *3 t1e 'sets" at l8' o.c.
Seetton 18D4, the colurnn relnforclng notb shll be changed to read *3 tte
" getg" at 12" o.c.
Itl . The eectlon at the tower right.hard slde of the aheet should
be changed to Sectlon 5.
15. a- These ttiro columns are called out on lS2.
lS. b. Uae sta$frd'fr.amed beam.conntctlo"n dccotding to AISC
Steel Code. !.
15. c. Attachment ls callcd out on 383.
15. d. Archltoctural.
15. a. Therefcrencc on l8Dl4 thqt l. cut off onrlght hand stdc
should read 2SD20.
15. a. Ths conncctlon wlll be mado uslng a 3/16' flllet weld all
arourd.
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ilATERIALS ft?Olt tor tlalg{ ffinclln
Job t{o. or l. D.
Mix.l.D.: a & Slump: $. Air: 4#rf rrr.
Hotll Trmp.: Air Tcmp.: W
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Wind:Hurnidity:
Timc Botchad: lS@ Tino Ploccd: J3@
TEST CYLrITDERS [rL zgtL
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|IATERIALS REPORT for lblert Oaclnrotto
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Mix f 'D': 6 * slumP: 3ll Air: 3.5,
$t eag.lVotriTcml; Air Tcmp.: '12'
2531 West 8th Ave.
825 -5261 Denver, Colo. 8AZA4
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tAIERIALS REPORT {or
Job lto. or l. D.
Doto Tcstcd:
Mix l.D.: 6+ ah' Slunp:
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Woicr Tcmp.:
Torol Yords:7 yds.
lVotcr Rcduccr:
Wind: Lt. Breeze
TimcBorchcd: 3350
TEST CYLINDCRS
3 DoY
l.
2.
3.
4.
Avrrogo
REIIARKS:
825-526r
Pfu*ard Construction
531-1 Tichrr n
Ansusr Lo, Lnz Loco,ion: +Pit;!i*3"13i; 5::.lH lal"rr,
3 3/l+!.n' l+.)fi ytt/Cv.Ft.: yicld: and 12
Air Tcmp.: 75o Concrctc Tcmp.r 8Oo
Toto I Wotcr: FA Moisturc:
Air Entroining: Colcium:
Humidity: Wcoihcr: OVgf CaSt
Time Ploccd' Irt2O Timc Testod, 4330
fiL L9t 2Ot 2L, 22, a^d 23
2Qt Dov 14 Doy 2@ a Dov I HCILD
t+6292888
269]- 4489
2790 \559
Prot o-lt{lx Cqrcrete-supplLer
\Yo</
F"
eibf r u
Qt*
F
t.
f'
t."1 ls hsting SruicetEil ,T"'*,[:i:lllfii825-526r
,Qr\z,\s \fan./ .y--.
's. .l'
HATERTALS REPORT fo, Plnkard costruction t-
r...'\)
Jcb No. or l. D. 531-1 \Y Ticlrt r
Dofo Tcrrcd: August LA, lylz Locorion: J9gg9--Sgtg-9oqi9. lgrotfqe Pedslilffine I Faa #2L, 22' 19; 18' 15'
Mir f .D.: 5+ sl( stump: 3 )/t*Ri,, 4J* Ylt/cu.Ft.: Yield: and 12
IiL"
Wotrr Tcnp.: Air Tomp.: ?5o Concrclc Tcmp.: 8Oo
Totol Yordr: / yds. Totol Wotcr: F A Moisturc:
Wotrr Rcduccr: Air Entroining: Colcium:
Wind: Lt. Breezg Humidity: , Wcothcr: Overcast
Timr Borchcd: 3 3 5O Timc Ploccd, 432O Tinc Tcsrd, 43 3O
TEsr cyLtxDERs 53I Lgt 20, z]-t ?2, and 23
3 Doy 2@i wy- 14 Doy 2@ a D"v I HOI,D
r. 2888
2. 269r
3.
1.
Avrosr 2799
REMAI(S:
Prot o-t{Lx C ocrete-suppller
?'rth^\AM
7655 WtST MtSStSStppt AvENUE . pOSr OFF tCE 80X 2 6227
DENVER, COIORADO 80226
JAIIES W. PINKARD
GE ERAL iITIfAGER
TEIE?HoxE 986.4555
TO Bulldtng Departnent - Town of Vatl DATE August 9, L972
P. O. Box l-00
VaLl. Colorado 81657
ATTEMION:
RESIREI|CE:
()ls
JOB I{AHE: Lodge South Condominium
SUBJECT: I.C.B.O. lnformation
IIE ARE TRaNSMITTING TTIE FOLIOI{IT{G:
APPR,OVED
@ roR()roR()roR
()FoR
BY
YOT'R APPRO/AL
YOUR RECORDS
YOI'R FURTTIER ACTION
CORRECTION ATID RESUBUITTAL
Pleaee return_Approned or
FOR YOT'R PROPOSAL
FOR YOI'R PR,OPOSAL ON REI'ISIONS
PER YOI]R REQUEST
()
()
()
()
Please return Prlnte for
corrected prtotg
Floal
of each
Approval
Fllea and Dlstrtbutloo
REIIARKS:
%\,r#
,r"t
/ot'€
z
\oo
We
No. of
Cooles
( )Ltr. dsted
&;l llrard no No -De scrlD tI Preoared BY
4 41 Sit,e PLan R/N/L, rnc.
1 n/N/r,, rnc.
ltlrtcn, Ca'tc& 8t6at
2?2O spoclrf rh
Loder rt vriL
Autuft t, lt72
lgre ls 8. Drgltt'b f-{b. rt Vallvrll, 6 8163?
Dcrr Rorft
I rcr tbrt tt ladgp rt vr^fl tr roqugtlao rpprcvef tor r
bul,ldlng D.lrft ud rod.q f,oa r rr tddltiou to tltr l€agDthrt lrcfud.r r prlDdrl ter l7 D.*fng tFcrl on ntlorltorut lrnd.
Itt hrd rrqnrtrd !r Bnrrert{.y unds p.trrft 6 udl Arpcl*an.t'|lt erroertr?ff h- watcd to silfrgslb ti. gortlon oftlrlr pcnl,t ercdrl f,or tlp l*dlrtr L4 |'llrct;a*atr.
er your runr.t tt for lrlyetc pertlng rad lsld Dt bao1ll tc tAr Wrrref p6llc, r 6119r p.rrl,t Lr rcgrd,,rrd.
'b rrml, n*dt frr l,a bersl. en !1rr p.rst ot t.bsq;;nfrd vrln of b LrC.
t u rttechlng r .et ol rfirUcrtto! totr fisr r sprcdrllbr D*rlt. r Frrtt rl,Il b. |.pa rdbJrct tor
L I earyletril rpllcrttm r<trd 1l qurdnpl.tertr
2. epprd otr r lmdsfr Elrn ffnE br tb.hfr br* dtrc trt b tb bt dll b. brladfd
t. r copf of th. pt"rt #rrflgt tba propor:<l F*lug
Phrn pla lor nvlrrg tb ptr*fag rra twfrat, rtauctilrttg63 ln{ nFlry tb .t|lp ba} d fgovldfaA ln rs.' todl pld prrllry Erlslt.
Er Er EOlnXltlstailec rryr
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/Vtrrrtt.rz r?fu.'l ' - ,L/-. -= ;i,E-2
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t' 1 S7-uDs,Q.471-'i -,t/rJr,,
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b0 y6c ( rcc'T#/^€ %^D)
o
Best
. copy
availableo
.'j*
O
Jufy 27, 1972
Mr. B.ruco Ree d
Plnkard Construcflon ConponyP. 0, Box 26227
DenYer, Colorcdo 80226
SubJoct: Lodge Soufh Condonlnl unrg
Utl ll fy Consfrucffon
Dear B ruco:
I an vrltlng ln rcaard to the loca?lon and constructlon ofutl lltlcs for the Lodge South Condomlnlun proJect. Ic. havcnet rlth offlclsls of other utl llty companlos, consldered cl Iposslbllltles and belleve we have come up rlth the best solu-tlon for evoryono Involved.
Fron Bush.of the Yal I Flre Dcpartment ranfs to roglryc thc 6rrwater llnc on your propcrty lor o flrc Dlug. lngtallcflon of cplug horo rould grsatly boncflt thc Lodgc complex E3 far osflrs ratlng for Inguranco purposes and for flro protocilon.
Reservotlon of thlg llne noans that anothcr rater llnr rlll
have to be
wafer cnd
brought In to servlco thc bul ldlng. Sanltary 3cter,grs src al I aval lable ct tho Intrrsecflon of Gore
Groek Orlvo and Tlllor Brldgc Rocd. For thlt reoaon, re vlllcllow ihe ontlrc ttrrat to be closod ond thcro ufllltles rouiedthls way. Exlstlng pow€r ond.tclcphonc roem tb bc In confllctrlth your proposed bulldlng and rlll hovc to bc novcd
The atnttery scw6r and Hlf6r n!ln €xtenrlonr In tho 3tr6et rhtllbr conrtructod by. a oalnllne contrtctor llcrnred In the Town of
Val | . Tho eonltary rerer rl I I bc ttralght fron thc oxlstlng
nanhole fo r n.rly conrtrucfed mcnhslc In fron? ol youp proporty.
Your sarvlcr IIn. cln run fron thero Into thr butldlng. Lt+hfhlr fypo of orrangencni, re.rlll thon rorvlcc the tcrar maln'lxtenslon In thC rtruet and you wl ll br rorponslblc for only'thl srrvlc. llne fo thc bulldlng. Thr rotcr naln rlfl lay o
df rtancc ol at lcart lOf aroy'f rom thc tonltlry sGrrr q tz-,&-z-*. t z -*/ - . t' 7 ..JV Zi- '/
I
l:
Pl nkord Constructlon ConPany
July 27, 1972
Page 2
The only storm dralnage avallable ln the area ls a corrugated rtcel
plpe tmncdlately south and trest of thc bul ldlng slle. The bulldlng
ond iurroundlng ground nust be made io draln Into thls, or out Into
the street. No cstch boslnr, roof dralns or underground pcrforatsd
tlle dralng vlll be ollorEd to bc conneeted to the sonliary ter.r.
An approvcd gand and grcase Intercepfor vlll be requlrld for floor
dralns In gorage area belore raste water snters storm scrrcr5.
We wl lt also requlre that a conplete new roadroy sectlon b€ con-
structed eftcr completlon of the utllltles and before tha cnd of
thlg constructlon ssason. The roadrlcy sectlon thal I be equlvalenf
to the exlgtlng and shall be constructed In accordance wlth our
speclflcatlons. Reconstructlon of thft roadley sectlon before the
rlntsr s€ason le an absoltrte musf for thc Town of Vall a3 uell as
for the Lodgc
Feel free to contact ma af any future tlme In regard to fhose
matterg. Thank you for your conslderatlon.
Yours fru ly,
TOI{N OF VA I L
Kent R. Rose, P. E,
Torn ENglneer
clw
International Conference of Buifding Officials
5360 SOUTH WORKMAN MILL ROAD . WHITTIER, CALIFORf.qA 9OfP1 (2'13) 699-Os41
OFFICERS
PRESIDENT
PERRY C. TYREE
RE6IONAL BUILDING OFFICIAL
coLoFaADO SPRtN6S. COLORADO
FIRST VICE.PREsIOEN'T
EUGENE B. PESTER
SUPERINTENDENI. DEPARTMENT
OF BU ILDING AND SAFETY
POMONA. CALI FORN IA
SECONO VICE.PRESIDENI
NEWELL POCK
CH IEF 6U ILDING IN5PEC'IOFI
YAKIMA, WASHINGTON
IREASURER
VINCENT R. BUSH
SUPERTNTENDENT OF BUILDING
VERNON, CALIFORN IA
J UN IOR PAST PRESIDENT
TEO E. DUKE
BU I LOING OFFICIAL
AI LLINGS, MONIANA
EXECIJTIVE DIRECTOR
T. H. CARTER
5360 5. WORXMAN MILL RO,
WH ITTIER, CALIFORN IA
MANAGING DIREC"TOR
JAMES E. BIHR
5360 S. WORXMAN MILL RO.
WH ITTIER (:ALIFORN IA
DIRECTORS
GAYLORO C. DOWD
D IRECIOR OF INSPECTIONS
XALAMAZOO, M ICHI GAN
DONALD A. ERICKSON
DIRECTOR
OEPARTMENT OF I NSPECTIONS
MINNEAPOLIs. MINNESOIA
BILL P. HORN
CH IEF BUILOING INSFEC'TOR
PIERCE COUNTY
TACOMA, l/l/ASHINGTON
CHARLES R. HINKLEY
CHI EF BU ILD ING !NSPECTOR
MOUNIA IN VIElJ\/. CALI FORN IA
VICTOR L. TAUGHER
BU ILDIN G OFFICIAL
COUNTY OF ALAMEDA
HAYWARO. CALIFORN IA
JACK D. \/vHITE
BTJILOING CODE ENG INEER
KANSAS CITY, M ISSOURI
VI NCENT R. BUSH
SUPERINTENDENT OF BUILDI G
VERNON, CALIFORN IA
DICK T. JOROAN
OIRECTOR
Bt]ILDING OEPARTMENT
AUSTIN,IEXAS
RAY J. NOKES
BU ILDING OFFICIAL
COUNTY OF SANTA BAR6ARA
6ANTA BARBARA. CALIFORNIA
t
CR
I[ 31 t972
Ed Struble
Building Official
City of Vail
Box l-00
Vail, Colorado 81657
Dear Mr. S truble:
Ju1-y 26, L972
cc'
Occupancy Classlfication: F-1 and H
Fire Zone No. 3
Stories: Eight
OFFICEs OF THE
EXECUTIVE OIRECTOR
T. H. CANTER
MANAGIN6 DIRECTOR
JAMES E. BIHR
TECHNICAL DIRECTOR
D. R, VI,ATSON
Condmrinium
1I
Sq. Ft.
Sq. Ft.
Sq. Ft.
Sq. Ft.
3. ,r4/
6\\",*-
,r*
,.!#1".,
1'
6 .q
PLan Check No. 8645
Project: Lodge South
Type of Construction:
Fl.oor Area: Basement - L,L96
(F-1) -11,056(H) -7L,242
Balcony -l-0,080
Occupant Load: 356
Valuation: $2,130,000.0d) 7
1970 Unif ord-Buildiiig- C6de
Seismic Zone No. 1
roN
Data for the above project has been reviewed for conform-
ance wLth the Uniform Buildlng Code and our c otrElents are
as follows:
GEMRAL C@IMENTS:
1. Bullding was checked as a Type II construction per Table
No. 17-A - Chapter 19 and revised Section 1705 (c) tn
C''.R.. accordance with the City of Vallrs Ordinance No. 5 - 197L.
Flnish grades should be s hown within 15 feet of building
to indicate amount of gradlng involved.
If the property line is 5 feet 4
wall many problerns of compl-iance
ence is mede to the foLloving:
Re ots{.K
ii:rl.!
inches from the southerly r,lF'will- be involved. Refer- V{'
(a) See Table No. 5-A for protected openings for F-1
and H Occupancies.
(b) Section 504 (b) for percent of opening permitted.
(c) sectlon 1903 (b) for protection of openings.
(d) Sectlon 1306 for 9-foot yard requirement.
(e) Sectlons 3304 and 1306 (d) for Limitatlon of balcony
and eave projections into yard.
<,R - <6l,rnrpr,r1. Ret,l\."s L
- 3.p 7 ntz
-2-
1.
2.
3.
'ji5!) '=
c,c
'c.i s.
"4trp
c,5. 6.
c.R. 7.
C,ni'8.
\?.srt.,
R.R r+97
9.
c,R.
NONSTRUGTI]RAL CCE MENIS :
The building area inc l-udes mezzanines and balconies, except for
private balconies or Portions thereof proJecting beyond the ad-
jacent exterior wal1 line.
Unobstructed yards of 36 feet should be neintained on three sLdes
of the building for area purPoses. Section 506 (a).
A three-bour fire-resistive occupancy separation in c onf o:mance
with Table No. 5-B and Section 503 is required betveen the foLlow-
ing:
(a) First fl-oor parking
second floor).
garage and lobby (1obby opens into
(b) First floor parking garage and second floor apartments at
cohurs.
IlorlzontaL occupancy separations should be supported with a
structural systen having equivaLent fire-resistive Protection.
SectLon 503 (b). The item nunber of TabLe No. 43 or an ICB0
regearch recmrendatLon nurrber should be noted on plans.
Vertical occupancy separations should extend through underfloor
and attic areas, lnc luding areas where fire-resistlve ceilings
are specified.
The first floor trash room should have an aut@atic fire-
extlnguishing system. See Sectlon 3802 (b)-7.
Wood installation between decking and shingLes showo at DetaiL
AD-12 shouLd not be used for a type II buiLding' TabLe No. 17-A.
EncLosures for floor openings should conply with Table No. 17-A
and Section 1706. Details should clearly indicate thls. TyPe
1I building requLres two-hour vertical walLs and l-abeled one and
one-half-hour assemblies at openings (chimrey r trasb chute and
linen chute) enclosures should be two-hour fire-reeistLve con-
struc t ion.
Rooms in whicb linen chutes tetrinate should be separated fron
the reuainder of the bullding ltith a one-hour occupancy sePara-
tl.on. Section 1706 (c). Note speclaL treatment of chute for
shaft protection as it enters the rom. Sprlnklers should be
installed per Section 3802 (b)-7.
'rd
.r.)-
,Jfv'
,_E2V
, -::1)"
< 5r,.
-3- ,9:tra
10. The systens specified on Sheer 0-2 of the specifications
should be clarified to comply with itens listed in the tablesin Chapter 43 or applicabLe ICBO research recomendation No.
L497 as follovs:
cons truc t ion
C,n. (a) Ceiling - two-hour and three-hou/should specify 5/8-inch
FireCode gypsrn board.
C.C (b) Interior partitions - plans should specify hor,r gypstur
board is attached.
C.a. (c) Shaft should specify structural menbers.
e t\, (d) Exterior waLl should specify atrachment of gypsum board.
11. Eave overhangs and similar architectural projectlons should
comply with Section 1710. (See Detail A0 19) projectlon
should be of noncombustibl-e construction.
L2. Sbower stall valls shouLd be finished with a hard, nonabsorbent
surface to a height of 6 feet. Secrion 1711 (b). Flbergl-assor other prefabricated finishes should be covered by a researchrecmendation or cmplete justlfying data under Section 105
should be submitted.
13. Doors and panels of shower and bathtub enclosure should c omp l-ylrith Section 1711 (c to e).
C!6_> c.R,
*r/n
rlA
Asa.u.t a,r.
a cjly'
,7 \rr- i
C.R. 14. Aqua K-Lath should be specified to be insralled per Research
Recornmenda c ion No. 1254.
C.P. 15. Heatilator L23-28 should be installed per Research Report No.
1L41 which has limitation on the height of chimney to be supported
by the fire chamber assembl-y. The sLab at hearth shoul-d be de-
signed to support thls assenbly.
C,R. 16. Specify type of metal studs used and provide detail shmring how
studs are lnstalled.
L7. Envelope cel1lngs should satisfy the following conditions. Sec-tion 4303 (b)-6.
e F (a) Should not be used to provide fire prorecrlon forglrders supporting more than one floor.
C R, (b) Columns should be individually fLre proreeted.
C.F, (c) Duct and outlet openings are Linired to 100 squareln each 100 square feet of celling area and should
tected with approved fire dampers.
beam and
lnches
be pro-
6|tr\r 3 $tbt'i
a ( 1(l
'; . 20.
2L.
C.a. 18. Ventil-ation at garage should cooply with Sectio'n 1105. Mechani-
ca1 ventilation is requlred ln garages exceeding 5000 square feet.
Exhaust ventilation at or near floor leve1 shoul.d be provided.
An H Occupancy more than firo storLes iu height or having more
than 3000 square feet above the first floor shouLd be of one-hour
fire-resistive construction throughout. Section L302 (b).
Mechanical ventllation system in baths sh o.rld provide five air
changes per hour directly to the outside. Section 1305 (a). Fan
capacity should be specified. ^, \
. ..' , l<.
Efficiency dwe11i,ng,.+rrit to_ cmpLy*dith Section 1308. For pro-
viding required llght and {en_tilatioa\ the kitcben areas should
have c omon wal1 50 percent open or have ninimum of 25-square
foot opening into adjacent room per Section L305 (a).
Exits.
Cl+r. (d)
C< (a)
e,tt (b)
:' . *, (c)
-4-
Electrical outLet bo:res shouLd be of steel and not greater
than 16 square inches in area.
Exit doors should be openable frm the inside without the use
of a key, special- knowLedge, or effort. Section 3303 (c).
Note also tbat surface mouoted flush or surface bolts areprohiblted, Autonatlc flush bolts are allowed on pairs of
doors provided the door wlth the fl-ush bolt has no knobs or
surface mounted hardware and the unlatching of any leaf re-
quires only a single operation.
I'Ial1s and ceilings of cotridors should be of one-hour fire-
resistive construction. Sectlon 3304 (g). An architectural
section through the corridor is necessary to determine how
this is accmrplished.
Tnterior openings into corrLdors should be protected as set
forth in Section 3304 (h). Twenty-mLnute rating for door
assemblies requires cmpllance wlth a epeclfic research rec-
mendation or a labeLed fire assenbly. The latter would
result in a 45-minute ratlng slnce lt ls the mininun pre-
sently 1abeLed.
Stainrays east and west ends of bulldlng should have a mini-
rnum wldth of 44 inches. Trim and handralls should not pro-ject more than 3-1/2 lnches ln the required width. Section
3305 (b).
22.
_gir
/[h,,n t'r
'c._!
-)-
(e) Guardrails for stairs, balconies, and landings should
conform with Section 1.714. Note that max imum c learance
between intermediate rails is 9 Lnches and rail height
should be 42 inches.
Openings in exterlor wal1s lrithio 10 feet of exterLor
stairways shouLd be protected with self-cl-oslng three-
fourths-hour fire-resistive assembl-ies. Sectioo 3305(k).
East stainray should be congLdered an exterior stalr
from second ftoor to flrst floor leveL - A three-hour
occupancy should be provlded at first fLoor at garage
area and any openings at apartment house area within 10
feet shoul-d be protected.
Six-foot 6-inch nl.nlmum headroom cLearance for stafimays
should be indicated on plans. SectLon 3305 (e). Note
that thls ls from a plane tangent to the staimay tread
nos lngs .
c.n. (f)
/i ';;t.t;.:, t 1. ,
'c.i (e)
(h) Easterly stairxray should be enclosed as specified in Sec-
tton 3308.
\/'1) fivo-hour fire-resistive wa1ls are required.
2) OnLy exit doors are allowed to open into exit enclosures.
c@
(J) Exlt signs should
3312 (b) (c).
,F, 23. VentLng is required forstories. Section 1706
shaft area or 3 square
be provlded Ln conformance wlth Section
elevator shsftg extending more than tlro(d). The larger of 3-Ll2 percent of the
feet per eLevator should be provlded.
,jlr
.- 3) Doors shoul-d be Labeled one and one-half-hour fire
assembl-les with additional requirement of uraxinun 4509F
temperature rlse above ambient after 30 minutes of fire
test.
l[3': <i> West stairyay should cmply nith the fotlo.ring smoke proof
enclosure tequirements :
1) The doors to the stairatay and the baLcony vestibule
should cmply with Sectlon 3309 (e).
2> Barrier should be provided between third, seventh and
eighth floor balconies and the balco'ny vestl.bules for. the suokeproof enclosure to prevent accidental egress
Lnto the dead end created.
-6-
)V/h C, P. 24. Roof drainage should be conducted under the publlc sldewalk.r Section 3207 (e).
.r' *..tt,e,* 25. Dry standpipee are required in buildings four or more stories*t-i*rh'"r/ Ftl)in height. Section 3803 (b). Detail of fire dePartment con-
nections at staintay ehould be provlded.
lln':'{' ,,, f,
- ^*L"i.t. 26. Wet standpipes are required as specified in Sectlon 3804. Loca-
tC'' *:^- -r- {-L^ -^11^e -*,1 Eita+ 11 aat a-^a -1'a..1,l 1ra {r,{{aa}arltion at the cellar and firet floor area should be lndicated.
/'t*'"'
4rt r D
r''r7'jjtit
-i'-'- ---.
C::ri ''..*.-...
:.
.:.l'a v'"'
r'.P.
, l'.-a-)r -"-;'
/ '-.J
/ i..L
e.*., 27. Fire-extinguishing system plans should be submitted to you to
detemine cmpliance with applicable building, pLumbing and flre
c odes .
c.\f . 28. Tenporary standpipes for fire protection during constructlon
should be provided per Section 3806.
C,t. 29. The lnterior walL and ceiling finishes should be speclfied and
cmply with Table No. 42-B and Section 4203.
C,*.30. GLass and gl,azilrg shouLd conply witb Cbapter 54. Type and
thickness of glass should be specifled.
C.f,.31. DetaiLs should be provided showing atlaclnent of atl fireproof-
ing to these structuraL members.
d.rt.32. Provide details of how masonry veneer at fireplaces is attached.
O.C, 33. Wood decking at westerly exlt court fron building over basement
garage area should cornply with Section 1904.
C.il.34. Elevator doors shouLd be !.abeLed one and one-half-hour fire
assemblies.
STRUCTIIML C€}IMEMS:
1. Speclal inspection in conformance with Section 305 is required
for the foLlowlng work:
C. !. (a) Structural cdrcrete where the deslgn is based on an ulti-
mate compressLve strength ln excess of 2000 pounds per
c.R.
gquafe inch.
(b) A11 welding except where done in the shop of an approved
fabrlcator.
'' ,:r=*
'c,r,
? c'R,2.
c,n. 3.
C.E, 4.
-7-
(c) Instal1ation of high strength bolts. Plans should specify
if bearing type ls requLred.
The foundation investigation report mentioned in plans was not
included in data fonvarded to ua. It should be subnitted for
review.
A 65-pound per square foot gnow Load shoul-d be used in the
design of aLl- roof, ba1-cony, coLumn, and footing members Ln
accordance with your instructions.
The bolted connections at wind frames should be considered as
rigid connection for vertical dead load and live loads. Thls
wil-1 increase the colurnn moments at Lines C and G. Calculations
shoul"d consider corbined dead and l- lve and l-ateral (wind forces)
for the most criticat arrangement of loads.
Welding data or details for steel- decking used as a diaphragn
should be provided. Information should c omp l-y ririth a specific
ICBO research recomnendation or test data submitted in conpll-
ance with Section 106. No approval- for decking used at
floor area, so calculatione for shear and details of attachurent
of metal- forms shoul-d be provided. Concrete reinforcing should
cmpl-y with Section 2608 (g).
Details should be provided on roof or floor diaphragm connec-
tions that indicate hon the shears are transferred to the follor-
ing vertical- shear-resisting elenents. (Connections should bejustified with structural calcul"ations for compl-iance wLth alLow-
able values.)
(a) Sbould indicate shear transfer frorn concrete to girder,
Lines C and G.
(b) Roof diaphragm to frame at eighth fLoor in east-\rest direc-
t ion.
(c) Fron grid Lines C and G to basement wall-s at Lines C and Gat first fLoor l-evel (tbese are the wa11s in line nith the
frame and have to take the second floor shear forces).
How is basement wall supported at flrst floor level? See Detail
4l s-7 .
Plans should indicate that foundations extend below the frost line
or should cmply nith revised Section 2905 (a) (City of Vail
Ordinance No. 6, Series L97L).
< F:: <.
c.R, 5.
tr'Ce. 6.
-F-hz
\,r, i. ,.
i"d3: 8.
-8-
-,'-\'
C!!, t 9. Mininum reinforcement ehould be provlded for reLnforced con-
crete wal1s to conply ttitb Section 2622 (d). Eorl.zontal
steel at basement wall shqrn on Detail 4, Sheet S-7 and De-
tail 509 should conply.
, C,5- 10. Regard to General Notes, Sheet S-7, Note No. 1a roof (snow)'--"' Load sbould be 65 pounds per square foot. Note No. 2 (c) 2 (b)
sbould read 2 inches per Section 2608 (h). Note No. 3 (c) are
Lines B and E reference correct? Note No. 3 (f) - Researcb Re-
port No. 1092 does not provide shear values for seam welds in
painted deckLng.
-/"..\/C.S - 11. FLoor slab should have mlnLmum shrinkage and temperature tein-
forcement equal- to .0018 gross concrete area, (Section 2608 (g))
unless it cmplles with an approved ICEO research recmrendatlon.
iCF fZ. DetaiLs and calculations for elevator supports should be pro-
vided.
.r., C.t. 13. Cohmr ties SD-l sbould conply wl-th Sectlon 2608 (f). The maxl-
t ?-'- mrlm space shoul.d be 6 inches betneen vertl.cal bars without pro-*)' viding lateral support.
6,F f+. The two details Sheet S-2 both designated 5/s-2 should be clarl-
fied.
15. Where are the folloring details?
d**ffCp-.*f , (a) Plpe cohnns Line K, Detail 3/S-3 shown on floor p1an.
5?ge- C,R. (b) ConnectLon of W10 to I{12 at third floor at Detall 3/S-3.
lpgo C'R, (c) Attachent of pLpe colurnn to supporrs ar Detall 3lS-3.
15s('td C,*. (a) Reference of Detail A-D/on pLans.
5f61- C,?'(e) Derat!-2- SD 20'referred ro ar Detait 1 $14.
'S tt'(") Eors are 4-lnch x 3-U2-inch x 3/8-1nch angles attached to
ca4tilever bean at Detall I S014?
Enclosed Ls Lnvoice No. A 9326 cwering the plan check fee.
o
-9-
A11 deta ts belng beld penittng further I'notructione frm you. If
lnstrirctions are not received, data wL1l be returned ln 90 days ta
confor:mance rrlth Sectloa 302 (b).
Please feel free to contact us lf there are any queetlons.
Youre very truly,
T.IK:8[t:hb
Enclogure
IMERI{ATIOML CONFERENCE
. Koy€,Datgu
Plan Check Eoglneer
7655 WEST MtSStSStPPl
DENVER,
AVE NUE . POST OFFICE BOX 26227
coLoRADO 80226
JAl{ E5 W. PINKARD
GENERAL I'tAI{AGER
TELEPHoNE 986-/f555
ATTENTION:
RBFERENCE:
JOB T{AI{E:
SUBJEGT:
WE ARE TRANSI.TITTING TTTE FOLU)WITG:
No. of
CoDies
(
()Ltr. dated
I Drawlno No^Descrlptlon Preoared ByIBezre. funnn APpttctnot PntxnnoI,t tt .nlFp4ipnEttr rAt ,l
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I EA.Oclpl . 7)alas - . Spm. .d Dcrens n^lL.
()AS
REI{A3KS:
APPROI'ED
t>fro*()FOR()roR
()FOR
BY
YOUR APPROVAL
YOUR RECORI}S
YOT'R FIIRTHEN. ACTION
CORRECTION AIID RESITBI.TITTAL
Pleaae return_Approved or
PROPOSAL
IROPOSAL ON RE'ISIONS
NBQUBST
()
()
()
()
FOR YOIJR
FM, YOUR
PER YOT'R
Please return Prlnts for
corrected prlnts
Flaal
of each
Apprwal
Fllee and Dlstrlbutlon
I
1
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ROEERT It TF{OIr,PSON. lNC.CONSULT'NG ENGINEER
*.b
1 rr
Kkr^t
rTOr SOUTH FEDEFIA- H-vg. . SUTTE O . DE {\r'en' C€l-OBrm Oart
T
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ROBERT W. THOMPSON, INC..
CONSULTING ENGINEER
Soile aad Foundation Inve stigation
Propoeed Condominium
Vail, Colorad.o
Prepared f,or:
Lodge Propertiea, Lnc.
Atta: Mr. Roee E. Davis
c/o Rogers Nagel Larrghart
1626 Stout Street
Deave!, Golorado.
Job No. 471 March 31, L97Z
lTOr SOUTH FEOERAL eLVO. . AUITE O . Der{v€R, eOLQRADO €Oer9. (@3) gA+*7a
trt
coNcLUsroNS
SCOPE
PROPOSED CONSTRUCTION
SITE CONDITIONS
suBsoll,s
BUILDING FOUNDATIONS
BASEMENT CONSTRUCTION
BASEMENT AND RETAIMNG
FLOOR SI,ABS
LIMITATIONS
TABLE OF CONTENTS
WALLS
I
z
z
z
3
4
o
7
7
8
FIG. I . IPCATION OF EXPLORSTORY HOLES
FIG. Z - LOGS OF EXPLORATORY HOLES
FIG. 3 - I€GS AND LEGEND OF EXPIPRATORT HOLES
FIG. 4 - SETTLEMENT vs. FOOTING SIZE
FIGS. 5, 6 & ? . SWELL CONSOLIDATION TEST RESULTS
FIGS. 8, 9, IO & II - GRADATION TEST RESULTS
CONCLUSIONS
l. The eubsurface conditions consieted of
an erratic combination of sand, gravelly
sands and gravel with cobble. For the moet
part, the soils were very dense. Free
water was encountered at erratic depths
acroas the site. The depth to water ranged
from 10 to 15 feet below the ground eurface at
the time of our inveatigation
Z. The proposed building should be founded with
spread footings on the upper natural soils.
Footings should be designed for an allowable
soil pressure of 5,000 psf.
3. One small area of soft soil. was encountered
near the northeast corner of the structure.
Some overexcavation beneath footinge will be
necessary in thi e area.
4. The upper soils will adequately support elab on
grade construction.
5. Some precautions will be neceesary in the
mechanical loom area to protect againet
ground water.
SCOPE
This report presents the resulte of a soils and foundation investi-
gation for a proposed condominium to be constructed by Lodge Properties,
Inc., in Vail, Colorado. The report presents a description of the eub-
gurface conditiona encountered at the site, recommended foundation syeteme,
criteria for deeign of the foundation system, and precautione for constr-
uction details influenced by the eubsurface conditions. Factual data
gathered during tJre field and laboratory investigation ale pr€sented on Fige. I
through I l.
PRO POSED CONSTRUCTION.
We undergtand an eight story, steel frame building will be constructed
at this eite. The first floor will be located at approximately elevation 55 and
will be a elab on grade parking area. There wil.I be a baeement area for
mechanical. equipment in the center portion of the building. The presently
planned baeement level ie elevation, 54*. Maximum interior coLumn loade
were anticipated to be 420 kips. Exterior column loads were estimated to
be 160 kipe by the structural engineer. The exterior walle of the structure
will be masonly with shrcco finieh.
STE CONDITIONS
The eite is located on Lot A ancl parts of Lota B and G in Btock 5C
of Vail Village, let Filiag.
-3 -
The site is immediately south of Gore Creek Drive and adjacent to the
existing Lodge Condominiums. This site was used as a parking lot at the
time of our investigation. The entire area was covered with snow. A
telephone cable crossed the building site in the northeast corner and a
power cablewas located along the southeast side of the site. These buried
conduits could not be accurately located because of the snow cover. Presence
of the conduits limited the areas in which borings could be safely drilled.
SUBSOILS
Subsurface conditions were investigated by dritling 5 relatively deep
borings and 4 ghallow borings at the locations indicated on Fig. I. Most of
the soils encountered in the borings consisted of a very dense mixture of
gravelly sand and gravel with cobble. Logs of the soils encountered in each
boring are presented on Figs. 2 and 3 . Test boring No. 2 was located
near the northeast corner of the proposed building. A layer of silt wae
encounteted in this boring from 4 to 8 feet below the existing ground surface.
Boringe 8 and 9 were added to delineate the arbas where thig eilt may be
encountered. Silt was encountered in both of these borings at depths approxi-
matel.y 4 feet below tbe ground surface. The pocket of compressible eoils
appeals to be localized along the northeast side of the structure.
Gradation tests oD typical samples obtained from the borings are
presented on Figs. 8 through ll . Gonsolidation tests were made on
eamplee of the eilty soils obtainod from test holes 2, 8, and 9. The eilty
soils are highly compresaible as indicated by the test results, Figs. 5
through ?.
-4-
Free water was found at varying depths across the site. The high-
est water encountered occurred at approximately elevation 54 near the
southeast corne! of the proposed structure. The water table drops from
teet hole 3 to testhole 2 and it appears to be flowing towarda Gore creek.
rn boring No.l, which is located near the center of the building, the water
table wae encountered at elevation 46*. we believe it is possible for the
water table to rise as much as 3 to 5 feet d,uring the annual spring runoff.
BUILDING FOUNDATIONS
The subsoils at the eite consist essentiall.y of ".r""y dense mixture
of granular soile. These soile are capable of supporting medium to high
loade with only slight settlement. we considered both deep foundations
and shallow spread footings for the proposed etructure. Driven piling or
drilled piere do not appear feasible at this site because of the presence of
frequent large cobble. In our opinion, the most economical foundation is
spread footings supported by a combination of the upper soils and compacted
etructural fill. Foundations for the structure ehould be designed for the
crlteria presented below .
In order to obtain reasonable footing sizeg for the magnitude of loads
planned, we recommend designing the footings for a maximum allowable
aoil preeaure of 5,000 pef. Fig.4 presents allowable.design pregsures which
vary with footing eize. The purpose of varying the preesure with footing
eize is to equalize settlement. Fig.4 was computed for the on-eite soils
aesuming an allowable total settlement of I inch.
-5-
The allowable design pressures are for total deadload plus realistic live-
load. The allowable design Pressules may be increased 30% for short
duration liveloads.
Because of the granular nature of the soils, settlement of the build-
ing will occur for the most part during construction when the deadload of
the etructure is applied to the soils. Po st-construction settlements should
be very small. The slab on grade floor at first floor level should not be
poured until the upper floors are inplace and most of the deadload has been
appli ed to the foundations.
\ille encountered soft soils to a depth of as much as 8 feet in the
vicinity of test borings, 2, 8, and 9, all of which are located in the north-
east corner of the structure. It appears that exterior footings and prob-
ably the first line of interior footings will require overexcavation in thi s
area. We recommend excavation of the soft soils in this area to aPProx-
imately elevation 55. The compressible soils should be replaced with
sands and gravels compacted to a rninimum of 9570 density as determined
by ASTM D 155?. Placement
2nd
compaction of fill beneath footings ehould
bc lntpcctcd continuourly durfuig conltructlon. Footlnga on controllod
fill compacted to the above requirements can be designed for a maximum
allowable soil preseure of 5' 000 psf.
Continuous foundation walls ehould be well reinJorced. 1/[e
recommend a minimum amount of ateel equivalent to ttra t required for a
simply supported span of l0 feet.
-6 -
Exterior footings should be protected from frost actlon. We
und,eratand the normal depth of frost protection in the vail area ig 4 feet.
Because of the cobbly nature of some of the subsoils, machine
excavation may be quite rough in the foundation areas. Prior to pouring
footings, all material loosened by mactrine excavation must be removed.
we suggest moistening and compacting the surface of all footing excava-
tions prior to pouring the footing.
BASEMENT CONSTRUCTION
At the time of our investigation, a baeement at elevation, 54f was
plarured in the cente! of the building. Based on the conditions encountered
in our borings, it appears that the water table may exist very near the
propoeed basement floor level. The water table can be expected to rise
3 to 5 feet during wet seasons or wet years. Depending on the finally
selected floor elevation, it will be necessa:ry to construct I of 2 alternativeg.
Either the floor must be designed to lesist hydrostatic head and constructed
as a water-proof slab or. a drainage syetem must be lnetalled to plotect
tlhe baeement level. rf a drainage system is installed, it ehould consiet of
a minimum of 6 incheg of clean free drainlng gravel beneath the floor elab
connected to a peripheal drain graded to drain to a positive gravity discharge
o! to a pumped sump. The drain shourd consist of a 4 to 6 inch perforated
pipe laid at least 2 feet below the floor elab in an envelope of clean, free
draining sand and gravel. Pervioug backfilt should be used around the base-
ment walls to within 2 feet of the ground, surface.
rt-7-
There should be an impervious membrane provided over the glavel layer
immediately below the floor slab.
BASEMENT AND RETAINING WALLS
The basement walls and possibly the uphill wall at the flret floor
level will have to support backfill loads. These walls will not be free
to rotate and we believe they shouldbe designed to resist the lateral earih
pressure trat restrr condition. To minimize the earth preBsure on the walls,
we suggest backfill of all basement and retaining walls with clean, free
draining sand and gravel compacted to 9O% density ASTM D I55?. The
backfill ehould be drained by providing a perforated pipe at the base of the
wall. rf this procedure is used, the walls should be designed for a lateral
earth pressure of 50 pcf equivalent fluid pressure. The upper z feet of
backfill should consist of the more silty and clayey on-site soila compacted
to high density to minimize infiltration of surface water. rf the walls are
free to rotate and develope the active earth pressure, they can be designed
for an equivalent fluid pressure of 35 pcf. The above equivalent pressureg
do not lnclude an allowance for surcharge or hydrostatic loadg.
FLOOR SI,ABS
The first floor area will be a parking garage. The on-site granu-
lar soile will provide adequate support for slab on grade construction.
rt
-8 -
Any existing fill should be removed and replaced compacted to high
density beneath elabs on grade. prior to pouring any floor elabs, we
suggest ecarifying the natural soils, moistening to near optimum moisture
content, and compacting tJre soils to 90% density as determined using the
procedure in AsrM D 1552. rf new filr is required beneath slabs, the
fill should consist of the on-gite sands and gravers or similar soils.
LIMITAfiONS
The borings were spaced at fairry crose intervars to obtain a reason-
ably accurate foundation picture. Variations in the subsoils not indicated
by the boringe are always poseible. we recommend that the compreted
excavation for footings being inspected by a soils engineer to assure that the
subsoils are as indicated by the borings. placement and compaction of
fills should be inspected during construction. we will be happy to provlde
these services if desired.
If we can be of furt-her service
report or in analyeis of the influence of
deelgn of the structure, please call.
in discussing the contentg of thie
the subsurface conditione on the
ROBERT Wj' THOMPSON, INC,
,/J,*t' r,'ilwn-.
RWT:kc
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Anderson and Haetings
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Scale ltr -30t
T.s.#8
a
o Property Llne
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:
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IOCATION OF EI,PrcRATORY IOI,ES
Proposed Buildlng
oT.H.ll1
o
Flg. 1
Ht{
trrtr{
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zoHH
FI,{
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T. H.llL
Elev. -61.5
T.H.tf2
Elev. =63.0
T. n.#3
Elev. =63.5
T. H.ll4
E1ev. -61.0
22lL\
2513
2siL
5013
WC-7.9
-2Oo-24.2
20/o
L4/3+3L13
l{c=4.5
-200=25.7
0/4
4016
L5/L2
22.8
DD-102.4
-200-75. 1=
L7 /L2
L2.3
-200-13.2
L6/6
3016
3Ll6
EKPiORATORY HOi.ES
2716
L8/L2
20lo
2olo
20/o
IOCS OF
Fig.2
frlF{
I
zoH
trr
T.lr. /t5
E1ev. -61.0
T. H.#6
Elev. =63.0
T.l{. #7
EIev. -62.5
T. H./18
Elev. -63.0
T. rr.{f9
Elev.62.0
HH s/6+3/3
14c=22.2
DD-102.6
T/L2 5
23.0
DD=104, L
-200=88.6
H
trl
Fl
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H
H
>
Itf
L0l6
4014
2516
IOGS OF E:(SIORATORY HOI.ES
H
h
I
z
H
rdFlf:l
EEl Asphalt Paving on parking lot.EI
l(t F111., sand, graveLly, silty, clayey, moist, brown to dark browntal
-,n Silt, alightly sandy, sriff, moisr to very noiat, reddish brownVl (!rL)
l7l
U Sand, stlty, some gravel, noist, brown to reddish brown (SM)
t4J
l--l
[..-l Sand, medium. dense, fine to nedlum grain size, molst to wet,Lr.l reddlsh brorn (SP-GP)
l-:l
[;.1 Sand, gravelly, rnediun den6e to dense, moisr to wet, reddieh brownu (sP-cP)
I o-tl
[..ol Gravel, sandy, dense to very dense, moist co wet, reddish brownl.*l (cP-sP)
W Gravel, sandy to sand, gravelly cobbLe, very dense, moi6t to net,
bl reddish brown (SP-Gp)
I
n Drive sample. The symboL 50/3 indicates rhar 50 blows of a 140
f pound hanrmer faLling 30 inches were required to drive a 2.5 inch oD
Eanpler 3 inches.
I
E Drive sarnpLe. Ttre symbol 40/6 indicates thar 40 blows of a 140 poundI haruner falling 30 inches were required to drive a 2.0 inch OD sanpJ.er 5 inches.
':- Indicate6 free water leve1 at the tine of drilling
NOTES
1. Test holes were drilled March 1., March 3 and March 4, I9TZ with a4 inch dianeter continuous flight power auger.2. Elevacions are approxinate and were taken from topography by Richarde -
Huffs tut Ler.
3. I{c indicates naturaL moisture content % DD indlcatee dry density pcf
-200 percent pesslng /1200 sieve
I.EGEND AT{D NOTES Fig. 3
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FOOTING WIDTH .
ESTIMATED SETTLEMENT vs.
t5
FEET
F.OOTING
z0
WIDTH
Allowable Soil Pressure = 5 ksf
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uto
FOOTING WIDTH
ALI,oWABLE PRESSURE vs.
15 zo
- FEET
FOOTING WIDTH
Allowable Settlement l. 0 inch
Job No. 4?1
EETTLEMENT vs. FOOTING SIZE
FLs,. 4
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Noturol Dry Unit tfright r L0Z' 4 gcl
l{oturcl Hoirtu. Coniani - ZZ.8 prrcrni
II,*i). r )ori e due to Mett ,ng
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TvPi aI p c o sandl fro n #D
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llctlrcl Ory Unit Wright . tct
llcturol loirtura Conlrnl r prfcrnt
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--
APPLISD PlStlUiC - rr?
9mll-Csrnl i&rio.r Tot Rrrrlrr
Job No. 4?1 Fig, 5
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Noturol Dry Unit tYright . 102. 5 gct
Noturol loirturr Contrnt - ??.2 Da?G.nt
Typica
llcturol Dry Unit W.ighf - pcl
tolurol Hoirturr Conl.nl - glrcenl
APPLIEO TN E ASUR
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At?Ll3O ?ttttUlt - trl
Srnll-Csroll&rion Tut RrerltrJob No. 471 Fig. 6
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Nolurol Dry Unit Wrighf r 104, I gct
Noiurol loirturr Contrnl - 23.0 9.rc.nt
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:tting.
cor stz nt P s
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Typic rls m rlc o from l H#@
APPLI gO PRgS3URE - r.t
Xoturol Ort Unit W.ighi . pcf
Nolurol Hoirlurr Contrnl - glrcrnt
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--
AttLl:O Fltttui3 - rrl
9nll-Cmrll&tion Tr* RuulrJob No. 471
Fig.7
o
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a
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t
t
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a
F
I
a
a
a
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a
a
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cLAY (r!^lrEl lo 3lLl (ro-ft.l?rcl
\ oR^v€L 42.5 % s^No51.6 70 srLT
Lt€tulo LtMrr To PLAsTlclrY
SAMPLE oF Sand, gravelly (SP-GP) rRoM
ANo cLAY 5.9 7o
rNoEx o/o
Hole 2 at 17 t
oottLll
(\l
at{oh
cLlY lrLrrtEI lo ltLt trqFtrrllrc)
oi^v:L 36. 2 I,
Ltctulo Llra I T
aaMtLG 6r s8rrd,
te'xo45.L olo arLr ANo cuev 18.7 %
% FLlrrrcrrY rlroEx nl,
gravelly (sM'{M) rnouHole 2 at 27 1
trt-alrt aoli |ls .trrt trtr v 5. srrngaio sEil.roo rlo..o.!o .|.
.d} O Ort Olt Or. r.a t'' ^l- lro ' rt -llta arl Ltt . tlt Lt tlt n7
OIAIETEI OF ?AIIICLI II TtLLiJETET9
t ttt.
a lrt aoar t-r a ar I Drr
tlo I rt .nla a'l lil rll lt ?alDr^rtttt Of 2lrtrgLt tt rtLLr|Itrttl
GRADATION TEST RESULTS
@laLll
Fig. 8
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to
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a
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oL y (tlarlrcl i0 lrlT {Lo.-tlllrrcl
aR^vEL 44.0 To
LIEUIO LIMIT
saMPLE Or Gl.avel,
sexo 40. 0 % srLT
IO PLAsTt c t TY
sandy (GM-SM) FRoM
^No CLAY 16. O o/o
rNo€x lo
Hole 2 at 35 I
ooatL I I
(!
oi^v.L 36.8 7o lAxo 58.9 % s.LT Axo GLAY
Ltoulo LlHlr 7, FLAlTlClrY txoEx
rAr,rFLr oF sand, gravelly (SP-CP) rnom HoLe 3
4.3 %l'
at 121
t |4.
a tra aorra in a rr I Jrt
ffi,rr trtJ.$ rrt ,lftlr .tr tat rlr 5l
or^ralEi oF talflcLC lt tlLLtd€rEr5
.. rr' k' 'h' J 3'fu 3. sr^fiollo lEr.'oo r5..d!o .aJlir ;;;;;'";. ,,''.
n r.rt -lllr ..'| | I rlr ll. orarlTEr or t^lficl! lt rt|.|.rrlEtarl
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GRAOATION TEST RESULTS Fis,. 9
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.\
SIATE
c0uIlTY
or coLoRADo )
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OF EAGIJ )
SS. DECLARATION OF LAI,ID ALLOCATION
affidavit and declanati
a No/#y Pub1ic, byof
I, Ross E. Davis , being first duLy sworn upon oath
depose a statements are true and cornect
according to my best kno$tledge, information and belief, to wit:
1. That this staternent is nade in conjunction with the fiJ-ing
of an application for a building perrnit to the Town of Vaj.I and to
comply with the nequirements of Anticle VII, Section 3, 0rdinance
Numben ? (Senies of ]969) Zoning Ondinance for the Town of Vail as
amended by Ondinance Numben 8 (Series of 1970) and Ordinance Number 15(Series of 1970).
2. The descniption of the building site fon the pnoposed
building is as follows: See dttoched Mop- Elhibit "B"(Descni[tion nay be atta
descniption).
3. The proposed building site contains 218,655 aquare feet,4--:--=- ' ...and the existing buil-ding contains 137,780 square feet and the
pnoposed addition contains ZO.SES.OS- square feetl the total building-squl:re feet is 20S,165.65 -E5-Gffie-q in the aforesaid Zoning
pnoposed addition contains 70,385.65
Ordinance as amEnd-dilFlAlRloreos, see Exhibit "A" oftoched.
q. The proposed building and/on existing building and addition
as it relates to the building site anrea, conply to the Floon Anea
Ratio for the zoning which applies to the building site, as defined
in the afonesaid Zoning Ordinance as arnended.
STATE OF
COTJNTY OT
COLORADO )) ss.
EAGLE )
The foregoing
aworn to befone me,tt'i " -_-.._-.[O__-__ d.y
tty Colnmi scion
LODGE PROPERTTES SOUTH, tNC.
on was
($eai)
Expires i'VGdmb&nqdrsllrr' tQ r97'l
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Lodge ot Voil Condominiums
Floor Areo Rotio Computofions
F.A.R. Avqiloble
F.A.R. of site ond plozo credit
198 ,777 sq . ft. + 19 ,878 sq . ft, = 218 ,655 sq . ft .
F.A.R used by existing focilities
Bolonce remoining for new
construction
Actuol Floor Areo (F.A.R.)
of new building
- 137,780 q. ft.
80,875 sq. ft.
70,385,65 sq. ft.
TOI1N OF VA I L
BUILDING PERMIT SUPPLEMENT IAI
PROJECT Lodre South CondoOtoluo _
The slgnatures below certlfy thaf the foltowing excerpts fromthe 1970 Uniform Building Code, as aniended and adopfed by the
Town of Vai l, Colorado, have been read, understood and wi | | be
adhered to:
Section 302 (a) Approved plans shall not be changed, modified,or altered without written authorizstion from the Bui lding 0fficial
Section 302 (c) The issuance of a bul ldlng permit does not give
authority to violate any provislons of thrs code, or any otherOrdinanco and shall not prevent the Buitdlng 0fficial from there-after requirlng the correctlon of same.
_Seqlio4 104 (b) The lnspection card shall be read, f llled outinTuTi@;ted conspicuously in the vraterproof holder furnishedby the Bullding Department. Do nqt cover up any work not signedoff by Bui ldi ng lnspector.
Section 306 (a) (d) NO BUILDING SHALL BE USED OR OCCUPIED EITHERffiR^R|LYU|,lTlLTHEBUlLolNGoFF|c|ALHAslsSUED
A CERTIFICATE OF OCCUPANCY AS PROVIDED FOR HEREIN.
Ordlnance l5 (1967) Before any sign (temporary or permanent)
shall be approved by the Town of Vai Imay be used
S I gn Revi ew
Ord I nance 2
or posted, lf
Comm i ttee
shallbe licensed
any nork.with the Town of Val
( l97r)Genera I Contractor and ALL subcontractorsI prior to the start of '
STATE OF COLORADO )) ss.
COUNTY OF EAGLE )
The foregolng affldavlt and decla
swcirn to before me, a Notary Publ
th i s .loth day of Julv
was du I y subscr i bed and
Ross Ilavl s & Jsncs lf. Plnkard
rat i onlc, by. t9
My Coinm I s3 I on Exp I res
{ seAL )
,,' Commlsslon oxplrss Mar. 10, 1974
a'o
R N L, tNC.
TRANSMITTAL
PROJECI:
TO: Mr. Ed Srruble, Bldq. Inspector
Town of Voil
Box 631
Voil, Colorodo 81657
Lodge ot Voil Condominiums No. zzztTt
Gentlemen: Enclosed ore fhe following:
Copies:
I
Title:
Copy of Areo Colculotions
Sheet No.:Dote:
lf enclosures ore not os listed, kindly notify
R N L, tNC.
ARCHITECTURE ENGINEERING PLANNING
1626 Stout Street, Denver, Colorodo 80202
Telephone
J+l 0K
,h 0,)
us of once.
BY, Mr. Ed DeVilbiss
1
n
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(3/7ol
222-4731
Dore: e /n/ZZ
Lodgp qt Vsil Candominiums
Enclosd Arcos
Solc$le Unit Areos
Unit Areo1: T.7F8-.ts
l,162.35
1,23€.75
| ,665.75
t,593.00
2.
3.
4.
5.
sq. ft.
q. ft.
sq. ft.
sq. ft.
sq. ft.
q. ft.
8,564.35 q. ft.
N1*
6. 1 ,665.75
Totol Per floor
Totol per building
Service ond Utllity Areos
Totol Per floor
Totol Per building
Boscmenl Areo
Totql Enclosed Areos
Bolcony Areos
Covered Porking Areos
l 168.7 .&sq. ft.
59,950.45 sq. fr.
ll,8ll.80 q. ft.
2,14.87 s9. ft,
73,94,7.12 rq. ft.
12,573.75 !q. ft.
U,1n.79 q. ft"
Best
Copjo:
Available
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Covercd in new building
Exislng in Lodge
Totol covered porking
Surfioce Porking
LoQe Properties
U. S. Forest Service
Totol $rfqce porking
Totol Porhlng Provided
.3J cors_
63 cqrs
98 cors
V cqrs-'8ig:.
I 16 cors
FllUl$
l'
F.A.R. of site ond Plozo crbdit
l?8,m sq' ft' + 19'878 s9' ft'
F.A'.R used by existing focilities
= 218,655 rq. ft.
Bolonce remoining for new
construction
Aetuql Floor Areo (F 'A 'R')
of ncw buildlng
- 197.78O sq. ft.
80,875:q. ft'
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1/D r
International Conference of Building Officials
OFFICERS
PRESIDENT
PERRY C. TYREE
REGIONAL BU ILOI NG OFFICIAL
COLORADO SPRI NC5, COLORADO
FIRST VICE'PREsIOENT
EUGENE B. PESTER
SUPERINIENDENT. OEPARTMENT
OF BUILDING ANO SAFETY
POMONA, CALIFOFINIA
SECONO VICE.PRESIDENI
NEWELL POCK
CHIEF EU ILOI NG IN5PECTOR
YAX IMA, r/VASH INGTON
TREASURER
VINCENT Fr. BUSH
6UPERINTENDENT OF BU ILDING
VERNON, CALIFORN IA
JUN IOR PAS' PRESIDENT
TED E. OUKE
BU I LDING OFFICIAL
EI LLINGS, MONTANA
EXECUIIVE OTFECTOR
T, H. CARTER
536() 5, WORKMAN MILL RO
WH ITTIER, CALIFORN IA
MANA6I NG D IRECTOF
JAMES E. BIHR
5360 S WORXMAN MILL RO.
WH ITTI ER. CALIFORN IA
OIRECTORS
GAYLORO C. DOWD
OIRECTOR OF I NSPECf!ONS
KALAMAZOO, M ICHICAN
DONALO A. ERICKSON
DIRECTOR
OEPARTMENT OF INSPECTIONS
MINNEAPOI-I5. MINNESOTA
BILL P. HORN
CH IEF EU ILDING IN5PECTOR
PIERCE COUNTY
TACOMA, WASHINGTON
CHARLES R. HINKLEY
CHIEF BU II-DING INSPECTOR
MOUNAAIN VIElJv, CALI FOFNI A
VICTOR L. TAUGHER
BU II-DING OFFICIAL
COUNIY OF ALAMEDA
HAYv\/ARD, CALIFORN IA
JACK D. u/HITE
BU I LDI NG COOE ENCINEER
KAIISAS CITY, M ISSOU RI
VI NCENT R, BUSH
SUPERI NTENDENT OF BU ILD INC
VERNON, CALIFOFNIA
DICK T. JORDAN
O IRECTOR
AUILDING DEPARTMENT
AUSTIN. IEXAS
RAY J. NOKES
EU ILDIIIG OFFICIAL
COUNIY OF SANTA BARBAFA
SANIA BARAARA. CALI FORNIA
5360 SOUTH WORKMAN MILL ROAD . WHITTIER, CALIFORNIA 90601
AprTL 20, 1972
(213\ 699-0541
OFFICES OF THE
EXECUTIVE DIRECIOR
T. H. CARTER
MANAGINg DIRECTOFI
JAMES E. BIHR
"3:t:i,iiE'8l"'
Re: Lodge South C ondominirm
1"970 Uniform Building Code
PRELIMIMRY REVIEWEd Struble
Building Official
City of Vai1"
Box 100
Vail, Colorado 81657
Dear Mr. Struble:
We have made a preliminary
connection with the above
1970 Uniform Buil-ding Code
c orlnents are as f ollor,ls:
GENEML CCS,IMENTS:
review of the data submitted in
project for conformance with the
and Vail 0rdinance No, 6. Our
1.
The following cotrEoents are based on the pl.ans and the archi-tectts notes concerning Code requirements.
NONSTRUCTI'RAL CCMMENTS :
fhe parking garage shouLd be properly considered as an
F-l Occupancy. For a building to quallfy as an F-3
Occupancy it must be used exclusively for the parklng
or storage of passenger or motor vehicles having a
capacity of not more than 9 persons per vehicle. Sec-tion L109 (b). Since this building includes the condo-
minium above as we1l. as the parking structure it should
be consLdered an F-1 Occupancy.
A three-hour occupancy separatLon is required between the
parking garages (F-1) and the condominiun (H) above.
Table No. 5-8.
Wet and dry standpipes are required in accordance rsith
Sections 3804 and 3803.
2.
3.
-2-
4. Trash Chutes:
(a) Trash chutes should be enclosed in a two-hour fire-
resistive shaft constructlon. Opening s into this shaft
should be protected wlth one-and-one-half-hour labeLed
as s emb l ies .
(b) Trash chutes are not permltted to open into a corridor.
Sectlon 1706 (c).
(c) Where trash chutee terninate at a trash roon at the lowest
leve1-, special constructlon at tbe ceiling llne would be
tequlred unless the shaft construction extends to the
floor of the Lowest level. It has been our pol_icy to
recmnend that the trash chute at the celLing line be
fitted with a ninimu L8 gauge tight steel collar. AJ.so,
the chute below this colLar should be conetructed of an
18 gauge steel material. A flre danper on a fuslble link
should be provided at the end of the chute. The trash
room construction should be of tno-hour constructlon rrith
a Label-ed one and one-haLf-hour assembly for openings there-
in.
4. Light and VentlLatLon:
(a) ALL interior baths shouLd be provided with uechanicaL
ventilation to provide five air changes per hour directly
to the outside.
(b) In rooms or areas where borrored 1lght and ventiLation are
used the room mFy be assuled a9 a portion of an adjoining
rom when one-half of the cormon wall is open and unobstructed
and provides an openLng not less than one- tenth of the floor
area of the lnterior roon or 25 square feet whichever is
greater.
5. Unless the roof slope ls greater than 4:12 one stairway should
extend to the roof. Section 3305 (n). This stairvay should be
a smokeproof enclosure c omply{ng nith Section 3309.
6. The arcbitect has indicated that a Koppers Copany noncombustibl-e
wood shake ls to be proposed as a roof covering. We would like to
inform you that there is an approval under Research Reco'mendation
No. 2463 for this company whlch quallfLes as a fire-retardant roof
lf treated wood shLngles or ehakes are applied as described in thie
research reconrmendat ion.
-3-
Plane and other data are belng belil pendtng receLpt of further
iDstructlons frm you.
Pleaee feel free to contact this offtce tf you bave aoy questlons.
Yours very truly,
I}ITERMTIOML CONFERENCEtr BUIIJING OTFICIALS
TJK:bb
ec: Edward A. DeVtlblse
_|
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,r jt.ri.!)l,r Forest Products DivisiOni Kopp€r. \hyii*lto,''r.ll:f)t',:4 *t+;';idi
?3',J',';iiibSiU:r'coro
802' I
t(tlt3pER5
Mr. Ed DeVi'l biss - Architect
Rogers/Na ge1 /Langhart.|626 Stout Street
Denver, Colorado
Dear Ed:
Final 1y got my hands on the minutes of our variance hearing in front ofthe Architecural Review comrittee in Vail. Attached is a 6opy of thatreport (see page II).
Essentially we are approved with the singie change being - vent!!,g at the
eaves rather than al.!!gj-9.s. This ventins is to be ipacFl!ffiifrlEiyibte with the iotd roof taltice. 'fne u"ntin"gcylinders.must be blocked with fire-retardant treated wood, exterior treatlment (NCX).
Ptrcsently' Mr. Al stocker, with Koppers laminating facility in sumner,I'lashington, is rorking on both the beams and the decking. -several deiailsmust be worked out before u,e can competently get into tFe fine points ofengineering with .lohn Parks of Anderson & Xislings. Tu,o maJor items remain tobe answered within the Koppers Organization:
l. Spanabllity of the decking
2. 0btaining Underuriter's Laboratories labels for the beams and
deck i ng .
l,le shouid have these.answers by the middle of next week. Right now we feelthat going.to 4" solid sawn Soiithern Yellow Pine decking will be our resuitantdetermination, subject to your nev.i ew.
If I can be of assistance in the meantime, please feel free to contact me. Istill want to discuss the prospect of working )aminated wood exterior light-ing standards into your project and wilI subriit to you some-sketches of iimilarstructures Koppers has engineered recently
,"1
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Sincerely yours,
tr A
,4- t'' /)i ,' 1 il.', )1, .( ._
R. C. McBride
Sales Representative
Architecturaland
l4arch 2, 1972
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o
z0NtNG, APPEALS AND EXAMTNERS
N4INUTES OF MEET ING
FEBRUARY t0, 1972
t.
to order ai 9225 in the Municipal
. Clark, Hoyt,
Bob McBride,
and Jim Cun-
BOARD
Meeting Called to 0rder:
A. The meet i nq .was called
o
OF
Building.
B. The following members were presenti Messrs.Knox, Viele, and St rub le ( ex-of f icio).C. The following g uests were presen+: Mess rs.Koppers Company; Chuck 0gilby, Apollo park;
ningham, Lions Square.
ll. 0ld Business:
A. Case B- | -72 - L ions Square ll, Cunn ingham Construcl-ion and
Development - Request for building variance to allow aspiral sta i rway to serve a lof f area g reate r than 120 squarefeet. The Board considered fhis matter at the last meet-ing and did further research on spiral sta irs. Mr. Clarkstated that if we g rant fhe variance, we would be ch an g ingthe 0rd inance and we cannot do th is. 14r. Cunninghamfeels th at our 0rd inance is imp ract ica I and is encourag ing
sma I ler, cheaper condomin iums fo be bui lt. A motion was
made by Mr. Viele that the variance be denied. 'The motion
was secon ded by Mr. Knox and disapproved unanimous ly bythe Board. Mr. Clark then stated that he would be willingto go to the Board of Trustees to see if the 0rdinance
can be amended to allow certain conforming types of spiralstairs to larger loft areas.B, Lions Square I p rob lems in obtaining a permanent Certif i cateof Occu pa n cy:l. Doors from the corridors to un its are nonconforming. TheBoard recommended that fhese doors be rep I aced w ithconforming doors and fhat the panel doors possibly
used in Phase ll or lll as inferior doors2. Locking system if bedrooms are renreo separately
from ma in un it. The Board recommended that a rtbreak
in case of f irerr f i xiu re be installed which would con-tain a key to the main unit, which would allow a second.
method of exit.C. Case Z-16-71 - Apollo Park ll - Request for setback varianceat tract land - Mr. 0gilby presented revised drawings tothe Board and requested a zero setback at the tract land.Mr. Knox made a motion thdt the variance be granted subjectfo adequate protection be taken that tract land not be
damaged. The motion was seconded by Mr. Viele and approved
unan imous ly by the Board. Mr. Strub le w i I I require that
. rear property line be staked by a registered surveyor.
The building may be bullt on the properfy line, but noportion may overhang the adjacen+ property.D. Rosenouist I and ll buildings - A letfer was written toMr. Rosenquist stating that both buildings must be brought
up to Code requirements in order that a permanent Certificateof Occupancy can be issued. Work must start by February l8' and be completed within 30 days or the temporary certificatesof occupancy will be revoked and the buildings will be
vacated.
Page2 r '
M i nutes of Meet i ng
Feb rua ry l0 , 1972
E. Valley Forge Building - A letter was written to Mr. pulis
advising him fhat the remodeling work on hi3''building mustbe brought tJp to Code (gypsum board installed over the
wooden beams) by May 15, 1972.
F. Empori um bu i Id ing - Aadvising him that the
outs i de his shop must
board installed over
letter was written to Mr. Han lon
beams and overhang that were insta I ledbe brought up to code (5/8n gypsum
beams ) by May 15, 1972,
ll. New Business
A. Case 9-2-72 - Lodge Properties request to substitute a
heavy timber roof, fire refardant treated, for roof systemrequired by Uniform Building Code for type I and ll con-struction. Mr. Bob McBride of Koppers Company f i rsf
descri bed fhe noncombust ib le treatment that they proposeto use on all wood parts of the roof system. Their treat-
ment tests 180 deg rees h igher than norma I noncombust lb letreatment because the wood is pressure impregnated and notjusf d ipped. Mr. McBride then went on to descri be thetesting which has been done on the roof system. Mr. Strub lestated that he considers the roof system to be a safe one.
A motion was made by Mr. Knox that the variance be approvedwith the exception thaf ventilation be on 2t centersrather than continuous as shown. The motion was secondedby Mr. Hoyt and approved unan imous ly by the Board
lV. Other Business
A. The fol lowing contractorrs licenses were approved for
renewa | :l. Terrence P. Cowhey and Associates2. Charles lll. Thompson3. Qua I ity P I asteri ng4. Athey Beaman Company, Inc.5. Ben Edgin Painting Company, Inc.6. Batche I Sheet Meta I7. Ca r I and Rockey Becerra8. Robert L. Newmann ll9. A lp ine Mason ry, Ltd.0. C. A. Stan ley Plumbing and Heatlngl. A to Z Home Reoair Service2. Howard E lectric Company3. Boydson Construction Company4. J. A. Hyder Constructlon Companyy lnc.5. G. R. Soencer Construction6. l. & J. Electric Company
7 . Ga rf ie ld Stucco and P laster8. Aspen Construction Corp.19. PPG Industries, Inc.20. James A. Reinecke, Jr.'Consf.
2l . Dwyer E lectric Company22. Vail Contractors23. Vail Plumbing Corp.
oPage5. .
M i n utes of Meet i no
February 10, 1972
V.
24. Snowmass P I umb I ng and Heat i ng
25 . Pete rsen Assoc I ates, I nc26. 'Prestressed Concrete of Colorado, Inc. "27. Loper E'l ectric, Inc.
28. Brent Service29. Eag le Va I ley Roof ing30. Hoe and Grow51. Powers Construction Company32. Hami lton CarDet .service
33. Ace Roofing Company, Inc.
Adjournment - As there was no other business, the meeting
adjou rned at I I :50 a.m.
Respectfu I ly submitted,
Ed StrubleBuilding 0f f icial(Ex-officio)
ow
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TOVIN OF VAIL
BOARD OF ZONING, APPEALS AND EXAMINERS
MINUTES FOR MEETING OF OCTOBER 21. 1971
in the new
C1ark, Knox,
rr.
III.
I . Meeting Ca11ed . to Onder
A. The meeting was ca11ed to order at g:25 a.rn.
Munici-pa1 Building.B. The following menbers were present: Mess::s.
Foyt, Vie1e, Young, and Stnuble (ex-officio).
C. The following guests were present: Messrs. A::thun Bishop,Bill Bishop, Gondon Pience representing Mr:. and Mrs. nichiDonald Chaplin of the Mountain Haus; Ter:rence p. Cowhey;Chuck Ogilby of Apollo Park; Evan Bickel1 of Fnederie Bene-dict and Associates representing the Kiandna Lodge; Terny
Dnagoo of Rogers, Nagel , Langhart and Mr. Ross Davis Fepne-. senting the Lodge Associates.D. Minutes of the meeting of September I7 wene defenr"bd untilthe next meeting due to the long agenda.
Past Business
A. Case 8-1-71 - The Mountain Haus - Mn. Don Chaplin appearedto represent this case which has been pending since Feb::uany.'Mr. Chaplin feels thene ane three options open to the Moun-tain Haus: Fine escapes on the outside of the building,which he feels would anchitectunally disfigure it; paititionsections to make the stairways smokepnoof enclosunes; ordoo:r closens. They have tried sevenal types of close:rs,but none have wonked wel1. Buildens Service Buneau.hasgiven them much infonmation and they are going to tny anothertype of device. Would l_ike to keep thein costs down, butwant to please the Boand. Mr. Cla::k necommended that wegive them.the thnee al-tennatives to choose among and thatthey be given a time limit. Mn. Chaplin stated that theywould have one closen instal_Ied this- week and if it works,he will onder thern night now. Mn. Stnuble then stated thathe would not sign a perlmanent certificate of occupancy.It must be a letten which will state all of the facts thatdidntt neet Code. It will be a pnovisional occupancy per"mit.A motion was made by Mn. Knox that the Mountain Haus chooseone of the three altennatives and that the pnoject be com-pleted by December I and conpleted to the acceptance of the.Building Official.
New Business
Case Z-11 -7l- - Request fon setbaik variance of U r in 1ieuof 10r - Mr. Arthun Bishop, Mn. BiIl Bishop and l"{r. GordonPience appeaned to represent the interests of the Rich rs andMr. Fitzhugh Scott. Mr. Pience stated that they need a set-back on two cornens because of the strange shape of the lot.These lots were onginalLy designed fon reeidences and now
conrnencial buil-dings ane being built and it is a pnobJ-ento 6et the larger buildings on the odd shaped lots. Hefunthen explained that the building was oniginally designed
with a scisson stair which would not meet the uniform Buirding
A.
Page 2
Minutes for Meeting of October 2I , L97L
Boa::d of Zoning, Appeals and Examiners
Code. This necessitated adding two exits ort the corners
and that is the only thing that made the setback vaniancenecessary. If they do not get the va::iance, it will be
necessary to completely nedesign the pnoposed building
He feels that the building is veny much in scale with the
surrounding buildings. The Bishops, who ane the adjoiningproperty ownens on the west stated their feelings as follows:.
This is a viol-aticnr but is a practical type of thing and
should be eonsldered es dfl exeeptlon. They have no obJectlon
to the building as it is designed as there is adequate sPaoe
to get fire equipment thr.ough and also to Pnevent fine from
jumping from one building to another. The Boand feels thatthe objectors are objecting to the building rathen than to
the setback because of loss of view. A motion was made byMrr vnrrncr +h'f +he vaniance be granted. The motion vlas"ii;";-;;;";;P;;"il ii'."ilIu"a.seconded by l,br. Knox and appnoved unanimously by
Case 8-19-71 - Tenrence P. Cowhey - Request for building
vaniance for an alternative method of exit from a sleeping
room. Mr. Cowhey stated that everyone concerned thnough
the planning and building thought that they were r.neeti-ng the
Code. The Architect stated his opinion and had no written
notice from the Building Department whether this was satis-
factory. During this period, Ed was on vacation. The fabni-
caton spoke to Dick and until the 10th of this month, he was
under" the impression that the pnoblem had been resolved:
The wal} in question is glass and the.ventilation is p:rovided
nean the ceiling. They have not tried to evade any of the
p::oblems, and the mater.ial is already fabricated. The
aethetics of the building pnohibit windows or door-s and
the fabrication is such that they cannot be added now.
M::. Hoyt made a notion that an intenion door be placed in
the master bed:room between the two rooms for exit. The
motion was seconded by Mr. Viele and aPProved unanimously
by the Board.
Case Z-13-7I - James Slevin - Request for setback vanianceof 5 t on the northeast side in lieu of 10 | in onder to
preserve trees and 1ot contouns. A motion $ras made by Mn.
Hoyt that.we gnant the setback variance. The motion was
seconded by Mn. Young and appr"oved unanimously by the Boand..
Case B-17-7I - Apollo Park request for building vaniance
to allow less than the nequired open waI1 space for natural
light and ventilation - The aPartments that contain the wall
in question were not oniginally designed that way. They
talked wit'n fa about changing the walls and at that time
.found out that they would have to build a $tindow in the w911 .
They thought they had met the requirement but thene was
a misunderstanding and the window was built to the wnong
size and the window is about 12 square feet too smal1
A motion was made by t'tr. Viele that the variance be granted
since thene is no safety hazand involved. The .motion was
seconded by Mn. Noung, and approved unanimously by the Board.
D.
t\J)
E. Case B-18-7I - Request for building variance to al-Iow aspiral stairway to serve a loft area largei than 120 squarefeet - Mr. Evan Bickell presented the facts in the case.The stairs are not actually spiral stairs, but only in twopl-aces do they actually wind. It also appears that Ed hadmi-scalculated the loft area, as it was not drawn to scai-eproperly. A motion was made by Mr. Viele that the variancebe granted with the stipulation that in the places wherestair spinals it be boxed in on the corner"s so that ninimumtread width is approximately 6r'. The motion was secondedby Yr. Knox and approved unanimously by the Board. BenedictrsOffice will- submit a drawing showing what they propose to do.
F. Case ts-I5-7I - Request for building variance to all-ow a 36rlhandnail to match existing in lieu of )2rr :required.- A
motion was made by Mr. Knox that the vaniance be granted andwas seconded by Mr. Young and approved unanimously by theBoard. (Request made by Eugene Fnenichs and Monie Fnerichs).
e. Case B-14-7L - Charles Rosenquist - Request fo:: building
va::iance to aIlow handnails to be furthen apart than SBtt -. A decision was deferned on this case so that Mn. Rosenquistcan submit an alternative method. He will have to complywith the Code requirement unless he does submit this alter-native method.
H. Case Z-I2-7I - Lodge Properties, Inc. - Request fon Zoning
varr-ance ro arrow-;ffiSouth 1ir:operty irneat one point and 5tsetback along that side of the building.
Mn. Temy Dragoo of RNL, Inc. and M::. Ross Davis appearedto present their case. They presented drawings of the pro-
posed building to the Boand and explained that they will needthis vaniance i-f Vail Associates wiLl not agree to an ex-tension of addition into the near yard setback up to thesouth property line. A motion was made by Mr. Knox that the
variance be gnanted subject to penmission not being granted
for the other by Vail Associates. The motion was secondedby Mr. Hoyt and appnoved unanimously by the Board.
I. Case 8-l-6-7I - Lodge Pnopenties, Inc. - Request for buildingvariance to allow five stor^y building with fi::st fLoor of
Type I constnuction ( 3 houn) and put four floons of TypeIlI constnuction (one houn). Code does not cleanly define. a panking structure with othen types of construction above.
They would provide thnee smokeproof enclosures fon safety
and will put in a wet and dry standpipe systems. They wil-talso agree to pnovide a two hour sepanation between unitsrathen than one houn as required by Code. Would do a founhour fire wa1l to divide building into two segments. A
motion was made by Mr. Hoyt to grant the variance. The
motion was seconded by Mn. Knox and appnoved unanimouslyby the Boand.
,ji
o
R N L, tNC.
TRANSMITTAL
Copies:
I
PRorEcr: TFF LopElF e Vl{L "'.+217
Gentlemen: Enclosed ore the following:
zO.|lNe VAr(1sg
FfFlJcATeFt
4
I DIJII.I2|NE W
VA'RlAlleE tf?UAISTlN
Title:Sheet No.:Dote:
ElbF 6crrEr^A'lla prue6. Qrawn>
lf enclosures ore not os listed, kindly notify us ot once.
R N L, lNC. Bvt
ARCI-IiTECTURE ENGINEERING PLANNING
1626 Stout Street, Denver, Colorodo 80202 Dote:
Telephone
pn0\
222-4731
o
APPLiCATIONTO APPEAR BEFORE THEBg4!D OF zoNrNG AUU$Mi-Irf "-
BOARD OF BUILDING APPi;iii'-
I
Koppers
DATE:January 6, 1972
Inc., Robert C. McBride
ectionorder to
respectfully request .
r,
van0f r--ance frorn the requin-rnEnffithe VaiI Zoning OnainancJ-in-
t ' rn making a detenmination on zoning the Board considens only, 1. un-d.rc handship, 2..need ror trre-propdsed-"""ii""J] 3. compatibility oftne pnoposed vaniance with the-suinounain!-aqJil u. effect on futunedevelopment of the a:'ea_ana, -i. health, safetyl and the welfane ofthe inhabitantS Of the fow"l E..r eq.E,,.J, curq rrte werrane (
rn building code vaniances the Boand may considen onry, 1. suit-ability of-altennate matenials and_ methods of constnuition and.2.'neasonab1eintenpnetaii-;;.";thepnovisionsofthecode.
The Administnative Official rnay challengegoes beyond the scope of the p6,n"o" of fne
.'.''J ,:.. .. . . .. r.'.. _ Denver, Colorado 90216
any variance gnanted whichDoaro.
'rt is undenstood that a fee of $2s.00 is payable in advance:_t:t (1O) day posting perioa is nequired pnior to a p'bliaon the .above requeste. -,
.. . , .. ':.' ..:
''i:,.'' , , ; Signed;
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and thathearing '.
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December 7, l97l
Mr. Edword Struble, Building Inryector
Town of Voil
Voil, Colorodo
Deor Ed:
A letter to corroborofe our phone coll of the ofiernoon of December 6.
1971 , on the following building design.
(o) A sub-grode bosement for mechonicol/building supporf functions
ond storoge
(b) First floor, ot goroge, porking goroge ond enfry
(") Second floor, third floor, fourth floor ond fifth floor condominium
uni ts.
lom colculoting the ollowoble squore footogesos follows: with o 3-hour
floor between first floor porking (of type I consfruction) ond second floor
condominium units (of type ll consfruction), the squore footoges of the
first floor porking sholl not be required to be colculoted in the second
through fifth floor condominiums squore fooioges.
QmiI/g,J
JlVnel
ANDERSON
ii2 o B R Y A N T
HASTINGS
DENVER,
C O N S U LT I N C
coLoRA.DO 8021
Jtlc 20, l!172
ttr. t. J. fotr!.t.u
Iaccrnrtlqoel Cooforcaqc of Brdldtog offtcl.ls
5360 So. lJorlrnro ltlll lordIbltlrr, Crllferntr 90601
R8: Plo (lrck Bo. gt45
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D.rr llr. N,otarlta u:
Eoclord 1r oa. (r) copy recb of thc rtnrcturrl cdculrtloar oa LodgcProportlor Coodoatqfin, abc.t! I throqh lll4.
ENGINEERS
9 . 922-1796
'I
Jobn Il, Prtt
INTTRNATToNAL CoNFERENCE or ButLDtNG OrrlctAls
NEW ADDRESS: 5350 SOUTH WORKMAN MILL ROAD . WHITTIER, CALIFORNIA 90601
TELEPHONE (213) 699-0541
June 15, 1972
OFFICERS
PRESTDENT
PERRY C. TYREE
FE6IONAL EU ILDING OFFICIAL
COLORADO gFEINGS, COLORADO
FIRST VICE-PRESIDENY
EUGENE B. PESTER
SUPERINTENDENT. DEPARTMENT
OF 9UILOING AND gAFETY
POMONA, CALI FORNTA
SECOND VICE.PRE6IDENT
NEWELL POCK
CHIEF !UILDING INsPECTOF
YAXIIIA. u/A6H IIIGTON
'REAgURERVINCENT R. BUSH
SUPERINTENDENT OF BUILOING
VERNON, CALIFORNIA
JUNIOR PAST PREAIDENT
TED E. DUKE
!UILOI G OFFICIAL
EILLIN6S, MONTANA
EXECUTIVE DIRECTOR
T, H. CARTEF
50 SOUTH LOs ROBLES
PASADENA. CALIFORN IA
MANA6IN6 DIRECTOR
JAMES E. BIHR
- 50 souTH Los RolLEg
PASAOENA, CALIFORNIA
DIRECTOR€
GAYLORD C. DOI|JD
OIRECTOR OF tN6PECTION6
XALAI'AZOO. MICHIGAN
DONALD A. ER]CKBON
OIRECYOR
DEPARTIIENT OF INIPECTIONS
IIINNEAPOLI6, UINNESOTA
EILL P. HORN
CHIEF EUILDING INEPECIOR
PIERCE COUNIY
TACOMA, W SH INGION
CHARLES R. HINKLEY
CHIEF BUILOING INSPECIOR
MOUNTAIN VIEW. CALIFORIIIA
VICTOR L. TAUGHER
AUILDING OFFICIAL
couNtY oF aLAME6a
HAYWARD, CALIFORN IA
JACK D. WHITE
BUILOINO COOE ENGINgER
KAN645 CtTY, UlASoURl
VINCENT R. BUEH
SUPERINTENOENT OF BUILDING
VERNO'{. CALIFOFNIA
DICK T. JORDAN
OI RECTOR
BUILDINC OEPAi'MENT
AUgTIN. TEXAS
RAY J. NOKEBI BUILDINO OFFICIAL
COUNTY O? TANTA BARBARA
9AI{TA BAR!AiA, CALIFORNIA
A Nonprofil Setvice Orgonizalion lor lhc Moinlenonce of lhe UNIFORM BUIAING CODE ond Relqled Ordinonces
ond Ofrering Spaciol Scrvic* lo Aclive Closs A Menbars
PLan Check No. 8645
Lodge South Condominium
Ed Struble
BuiLdlng Offlcial"
City of Vall
Box l-00
Vai1, Colorado 81657
Dear Mr. Struble:
This is to acknowledge receipt of data on June 13for the above proJect which will be reviewed and
our coments f orwarded to you as soon as posslble.
Ilowever, to properl.y review structural- plans wewill need cal.cuLatlons that Justlfy the structuraL
system in supporting vertical loads, and resisting
wind and/or seismic Loads. This tncludes the
foundat ions .
Please make reference to the above number when send-ing in addltionaL data.
May we thank you for your lnterest Ln our services
Yours very truly,
INTERI{AT IO!{AL C ONFERENCE
OF BUILDING OFFICIALS
T.lK:hb
cc: RNL, Inc.
OFFICEg OF THE
EXECUTIVE DIiECTORT. H. CARTER
IIATIAOING DIFECTOi
JAlrlEE E. lrHR
TECHHICAL DIRECTORD. R. WATSON
i','{ : g ruri e?4
t3U
f Plan Check Engineer
4D
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VOLITER
LANDSCAPING
P. O. Box 881
Vail, Colo.
Landscape c?t"u"a
Owner- Lodge at ValI Corp.
'- -.. .+.'1.'*..+'\?]9r-Contractor- Votiter Landscaplng
81657
476-3047
''CREATIVITY MAKES THE DIFFERENCE"
Bullding and installing of t,hree crib planters at entrance of lodAe.
Description ol service:,.' ,-4it n, y>', qr', q'l. Three ptanters ( | bv 1fi 4 av l!, and /-by * ) witl be built at
entrqnce to Lodge at vail. planters w111 conform to surface of
driveway. Planters wirr be ! layers high ( Jo inches) and wir-r
be l-ined with visqueen, 4 inches of rock in the bottom and covered
with 22 inches of topsoil. cribbing wirl be stained oxford brown.
Planters will be buil-t using lO spikes, securing 5 x 5 spruce crib.
2, Area wirl be cfeaned up after completion oi work; work will be clone
in a professionar landscape manner. Job will be executed the week of
Oct. l) ( possibly into the first part of the week of Oct. 22 if
weather causes delavs)
I have read the above contract and services included and agree to the bid<.price of 1} 2152.00 One hal-f down will_ be required upon the signinF,
of the contract unfess prior arrangernents are made. The baLance is due upon
satisfactory completion of work. pleaee sj-6n both copihes and return one
Bob Vollter dba,/ Vollter
Landscaping
to voli- t er landsca
Lodge at Vail
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Lodge ot Voil Condominiums
Enclosed Areos
Soleoble Unit Areos
Unit Areo
T- -W8.75 sq. ft.
2. 1,162.35 sq. ft.
3 . 1 ,238.75 sq . ft .4. 1 ,665 .75 sq. ft.
5. 1,593.00 sq. ft.
6. | ,665.75 sq. ,ft.
Totol per Floor 8,564.35 sq.
Totol per building
Service ond Utility Areos
Totol per floor 1,687.40 sq,
Totol per building
Bosemeni Areo
Totol Enclosed Areos
Bolcony Areqs
Covered Porking Areos
* Areo Shown ore Gross Areos, including outside wolls.
fr.
fr.
59,950,45 sq. ft.
ll,8ll.80sq. ft.
1,386.50 sq. ft.
73,148.75 sq. ft.
12,573 ,75 sq . ft .
11,129.79 sq. ft.
Fll\llE-
l. A.
B.
CODE REQUIRIMENTs
Nome of Owner
Address of Owner
Proiecf
Proiect
Nome aODCTE 9,O|-1TH GoNDr^ lafr.rr,l AT VAIA
C. Legol Description
nq
',i!!,
2. A.
B.Address
3.A.
B.
c.
D.
t.
Sfrucfurql enstneer lspOeera,t ] tbfqrl4S
Mechonicol tnsin"., R/N/L ,,
Elecrricql tnsineer €/t4i/L
Soi ls Engi neer
Civil E ngineer
5.
4.Occuponcy Group or Groups
Minimum Construcfion TyPe
A. Exterior Beoring Woll
B. Interior Beoring Woll
F€: PARIT'NC,
TYPZ T.
JuN r a 191
NOr, - ?O{i/ t$ab.rrBLE
C. ExteriorNon-Beoring Woll
Hr<.
ri Minimum Construclion
D. Sfrucfurol Frome
Type: (Continued)
Porfitions (Permonent) | HR.
Shoft Enc losures
t,"orc
rt- inoors , Hfi(.
Exferior Doors ond Windows NANE
6.Required Seporotion in Bui lding of Mixed Occuponcy
F
G.
H.
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7.Fi re Zone
FLAO4
P-.-,rra* Fa,l.i
s netr M.( roret Nr,frt.,rt-torl At6A.
1",
8. Seporotion by public SF."____E_
b.Anofysis of Floor Areos permimed T4iiAL
P
,ucc6tc ,trz
too?o
10. Arnlysis of Moxinrunr Height ,?' _(rveetr;canocsn)
trrl H rJ] rT
EXISTING STRUCTURE
Floor Level
Basement Common
First GRFA
Common
Second GRFA
Common
Third GRFA
Common
Fourth GRFA
Common
Fifth CRFA
Common
Sixth GRFA
Lodge
Prop. Inc.
llrl0
2231
19372
sl40
9302 (2605)*
5790
t 334
6710t:'
lodge
Apt. North
l2t 0
5755
1090
12474
2253
I {323. l7l0
12297t:,
Iai!!- Area Computations8S2-C
May 4, 1983
Lodge
Apt. South
(rD
8378
t02{
7r57
,
(i)
609s
567
5012
TOTAL GRFA 19,871 = 62 a.u. q4,850 = 39 d.u. ll,107=8 du 15,535=12
TOTAL Common 32,035 (25,338 ex- 5395 567 1024Area cluding 6,697 sq. ft.
of Restaurant/Bar space) *
du
Lodge at Vail total land area
Lodge South Condominiums
Lodge Apt. North Wing (A-2)
Lodge Properties, Inc.
--- -\=(-51-0423 ac.l
'z<3350 ac)
.6184 ac.I
.>-.-./
a 2.0889 ac.;-) = 90,992 sq. ft.\-_
c-
From Zoning for Commercial Core l:
Allowed GRFA = 808 (90,992) = 72,794 sq. ft.
Common Area excluded from GRFA = 20e" 172,7941 -
Common Area counted in GRFA = 32,035 - 14,559 =
Actual GRFA s Common Area counted in GRFA
f 9,871 + 17,476 = 37,347 sq. ft. GRFA TOTAL*
Maximum number accommodation units for 2.0889 ac. =
Existing number accommodat ion units =
*J J1+
6t*tt +rt'u.,
,rrl+/t t
194 ..u.;7 = Sl
52 a.u.=?2 tl
Allowed number of additional accommodation units
Aflowed additional GRFA 72,794
-37,347
35,447 sq. ft.
= ll 2.rt.i Z'
,2 $7roR,tegll.
12.
Ano lysis of Moximum Stories
Arnlysis of Fire Profection:
Cnpc- z,; f',Ror4P H)
A. Fire Sprinklers if Required
B. Stondpipes if Required
C . Fi re Detection snd Fi re A lorms
13.
D. Fire Hydront
Arlo lysis of Stoirs,
A. Genersl
Exi fs, Occupont Loods
5l oecqcA^r75 Ftaoz
Exits Required NOT LE'S T*qN ?
tao 'Lootc C. LaAO I
o ot tt!
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To'7*L 4c. LAo FeC- Ett'.J = ltl_ acf ./rto.
twsit,5ilprrll
C. Doors O<c. LAO PEt? ExtT = 66.5
9 : Mfrlg ,trf/.tT t*rr.v6r t N DteCG,T toa' OC
El(,T TRA',,EL.
D.Corridors ond Exterior Exif Bo lconies
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Exit Enc losures
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Exit Outlefs
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K. f:xit Courls orrd Exit Possogewoys
Exit Signs ond llluminotion
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BUILDING CODE VARIANCE
DATE:October 6 1971
APPLICATIONTO APPEAR BEFORE THEBg4fD OT zo NrNG ADJUSiMil,r-"-BOARD OF BUILDING APPiA;i--
r,
varrance froft the0f the Vail Zoning
rec ul-rements
Ordinance in or Sectionorder to
f, -tl ,t t
respectfully request
ano Sect onT
Bui lding CodE the nLrorm
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rn making a deterrnination on zoning the Board considens on1y, 1. un-due hardship, 2..need for the-prop6sea.u."iin".l 3. compatibirity ofrne pnoposed variance with the'surnounaing-ar"ii u. effect on fuiurel;J"1;il;llJf".lF iilS"r#f: i. health, "ir.ivl'and the ,.ri"o.or
rn.building code variances the Boand may considen onlyr 1. suit-ability of altennate mateni"r" i"a- neth6os oF-.Ji"touction and.2' neasonable intenpretation"-oi-trr" provisions of the code.
The Administnative official may challeng-e any vaniance granted whichgoes beyond the scope of the p6rvlns of the Boand...t"" gr.rnted whj
rt is understood that a fee of $25.00.is-payable in advance and that;rt;il" t lf 3r.o"I";3::i3: p'"ioa-i" nesuined'pi,i""-ti, a public hearing
Signed:
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APPLICr'.? IO NBOARD OF
BOARD OF
TC..iPPEAR tsEFORE THE
1.9I'T NG ADi usT ME Nr6UILDTNG APPEALS
October 6, lg71
respect fultv
oph 3b & Ord. il
z- j/-41
reques t
Series 1970
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varaance fromJh-E
ll1' l-l.r^ lt--'r -l"- ., .,.,=
," ., a - 4 On In g
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requ].rements or sectionOrdinance in onden to
-
itr lliiinio:";:"#:l'i:l :il"';*:s"j]...r:?:-d considens only, 1. un-
iii. iffffi :
a. ;;lfi. ""'iiir''i;"
o:33;:li.
ry::l:: ;,1 : Jiru::i:i'll#jthe infiabii"ii"'.ii iilSi5lf: 5' health' "ir.iil'"no.n" welrane or
ll.lyilot:g code variances theio.11ly of altenn"tu nrutuoi"iJz. reasonable intenpnetations-3:l"S may.considen only, 1. suit_and methods of constr"uCii;; ;;:oi the orovisions or the code.The Administnative Officialgoes beyond the scope of the
rnay challenge anv
Porrens of the t;"Iilttnce gnanted which
rt is undenstood-:li] a fee q, $rj:g.q,rs.payabte in advance and that;n
t;il. t
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r3"I"e:::.il:]; iioi'i I' oeq ui ne d' pi,ioi -to a pub ric he aning
/d^-/ '6k-oi.-r--,.
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Signed:
Se ct ion
-I
Octsbtr 11, 1971
iourr iruly, . ,..
BOATD Ot ZOIIUC, APDIALS
Hr. Rob.rt T. Ltrlrrlell , Coloredo
SgbJ.at r Vrrtrnc,c Appli.eettoot
Dorr .Ht. Lltlcr: , ".
llrrat bi lnforrrd rhat thr lodgl picptrtlerrtlo..'
hrl,. rppll,td for tro v8rlractr rblcU wilt br irard oulbarrdrt, Oqlob.t 21 tt 9100 ln thc aor torn ofVall offlctr.
Oae vrtltqse 1r'ls nooconforrlaco rlth ths Zonlngordtneace Srcttca t, plragrlph 3b rad ordtllragt g;.eerlor ol f970. lbe butldfog verteacr .fu ln !on-eoaf,otlnac. ytth 8tctlon 5, lrblr 5-D, ! ead d, pego55 rltb rrgari Go ttpl! of conttrnsGl,ol.
Il you ulrb to paot3rt attbGr of thetr vrrlencrt,plcue br ptrrrat rt tb. r.otlng or rrg[rtrr youiprot..t by ccrtlftrf nrdl.; ,-,
-:
ArD EXAltIrtnS
dr
Bob.r! l. ClltlGbrirrra o! tba'"toird
I
Octob.t 11, 1971
l{r. Robrlt Nott
Va1l Arroclatrr
P.0.Eor7 ;Yellr Colorrdo i
SubJrot! Vaalaac.
Derr Xt. NoCtr
Aggllcetl.oar
thaaa YtrlrBo.!,or rrglptoa youa
I
Plrrac bc lntorrcd thrt thc Lodgc P.rogrrtlte, IBc.
bee rgpllcd for tro vrrllncer rhtcb r11l br'bteld
oq lhurrdry, Octobcr 21 rt 9100 la tbc qqq Tova ofvitl olttorr.
Oar rrrLaBs. lr la aolcooforraBe. rlth th. ZollatOrdlnrncr Ssctloo 5, grregrrpb 3b aad Ordloaace E, ,
eorlcr of 1970. Ihe bul.ldlnl v.rlaoc. Lr ln oon-cooforuuc. Eitb lsctloe 5r' Tablr 5-Dr F tad E, yr3e
5t vltb rcarrd to typ.. of co!.tructloo ;
It totr rt.rh to plotrrt rttbor otglrr|. br plrrrht atl th. nrrttigptotcrt pf errtlfled'arll,
xourr trult.
to{BD .ot zorrnc, aPPBAts AxD BxA}rr[tBs:.
leDlrt 8.. cllll ,.
Cbl{rrr& of tb. lcrld
3r
OctobGr 11, 197l
Mr. Peter CraEcruaValI, Goloredo
SubJcet: Vrrlrncc lpplleatlonr
Dcar llr. Crsorrug:
Plceee bc !,atorned tbat Lodgc Propcrtlce, Inc. hl!' eppllril for tvo y.rlrrrc.! rblch n111 bc hcrrd onThursd.y, Oc,tobcr tl at 9:00 tl thG nGU ?oso of Valloff!cra
Onc verlance le ln noneonforElncc attb chG ZoologOrdlaence Sactlou 5, prregrrph 3b aod Ordiaencc 8,s.rl.r of 1970. Tbe bul.ldlog v.al.anc. k t,n uon-coafornruc. yltb Scctlon 5, leble 5-D, tr rnd Er prg.
55 vlth rcaard to ttp.r of conetructlon
, ..If you rtrb to Drot.3t cithcr of tbese ylrlanc.a,
ploaee be prrrcnE .t thr lrc.tlng oE rrtl.ter your Iprotc.t by errtlflrd irll. t
loure truly,
BOATD Ot ZOIIrO, Ap'EALE AND BXAXIrSIS ;
I
tobcrt t. Clrrlr '-. Chrlarra of tba toerd
ilv.
t.-I
July 26r l97I
RNL, Ine.
1626 Stout Stncet
Dcnver, Colorado 80202
Attcntion: !br. Ter:ry Dragoo
GentJeuen:
rn -refenence to your lettsr of July 20 negardlng the Lodgc at vailAddltion, I havs the foll,owing conmente:
ften 2 (a) - fn rny discusgion with Jeny, I
basement being nentioned and Ion the basie that it will need
mcchanical verrtilation.
donft recall a subgnadebnlng thls to your attentiona eprinkler eyctem and
- lour etandpipes do.have to go firorn the baeemant to the topfLoon;, thenefone, in any open area such as the par.kingg.rrage, I would eay that they would have to be i.n anineulated ehaft ot u8e heat tapee of eomc type.
- Il .ry diecus-sl.on wi!!-r_Jenlyr whcn we diecusaed the eecond,thind, founth, and fifth floora could be of type IfI ,one houtr conatnuction on thc basie that hG had two srnokeproof eneloaunee. Thia, of counsc, aB you mentioncd in .
Iten 9, will nequire a vanLance. It wai on thie beelcthat I eald I rould nccoulcnd appnoval of slld varl.anci. '
- I agnee with youn interpnctation, but pleacc be informedthat the etzcs of your hcavy tinlen nsubens ehall bo Ln
accordanca with Seetlon 2007.
- l{hen we diccusssd thiq Item, Jerry wafnrt eur€ whothcr thrbulldlnge r*euld be conne.etad rnd I Etatcil that if theywena lt wouLd a1l have to be non-csmbustible conctructl.on,includlng thc fire retandant T"f .
- I donrt gee whore you would nrqulnc a vaniance on Iton t+.
- Therc le a llilunderatanding on thLe iteu. I raid I wouldEupport a verianoe fon thc balqoniee to pnoJeot uF to(4o_t ovcr) thc Soutb property linc wh.ich la U.8. FonottSEFt6-pnoperty.
Item 4
Itesr 6
Iten 7
Itcn 8
Iten
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RNL, Inc.
Ed Stnuble
Buildlng Official
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The only cormcnts r bgvc ?n your leat panagraphl whLch iB naking th.top floon sepanatc unlte Lnatead of loftr, ie-that you lre nowr rnot\cthan even, .in a llvc rtony Duilding which:aight Rak; g"Gtini 6f ivqriance to ure typc III conttructl.on (one houn) on the tgp four floonga little noro diflicutt. In othcn rordar you an.'"riirrri-?tv"-hoorsand theneforc in a nininun of typc II construction.
Thank you fon your retter and r an rooking fonrand to h.artng firomyou.
Youne tnuly,
TOWN OF VAIL
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Jvly 20, 197
Mr. Edr,vord Struble
Building Inspector
Tcnr'rn of Voil
Voil, Colorodo
Deor Ed,
Pursuont to your request of o letter to corroborote fhe ogreements between
yourself ond Jerry Nogel of our firm, the following ogreements ore noted:
l. The erection of o condominium on the property of "The Lodge ot Voil"
in the southwest corner of the property - the seporotion between new
ond existing construciion is in excess of 40t.
2. The verticol levels ore:
(o) A sub-grode bosement for mechonicol/building support functions
ond storoge.
(b) First floor, ot grode, porking goroge ond entry.
(") Second floor, third floor, fourth floor condominium units.
(d) Fifth floor, of the time of your conversotion with Jerry, wqs the
second floor to the units on the fourth floor. lt is nolrr the
ownerts wish to convert these to one (l) level units (no bolconies
i nvolved) .
FlNl=
JOHN B. ROGERS AIA
JEROME K. NAGEL AIA
VICTOR D. LANGHAFT AIA
GLENN C, BARNGROVER AIAW, ARLEY RINEHABT
LANGOON E. MORRIS JR, AIA
KENNON B, STEWARI PEE. THOMAS PUNSHON PEWILLIAM L. PETTY PEJOHN M. ELMORE CSI
JAMES E, MILLENSIFEFN. MILAN HABT
WARR E N J, FOSTEFRICHARD R. HOLTZ
=E.
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Mr. Edword Struble
July 20, 1971
Poge 2
3.
Pleose note the following section.
Before were
Two Story Units
Sub Bosement
Construction:
C) Sub-bosement - Type I consf. (concrete structure) - Portitions,
except shoffs, moy be one hour wolls, wolls oround shofts ond
mechonicol spoce to be two hour (most likely concrete block).
(b) First Floor - Typ. I Const. with screen wolls of concrete block
ond cement stucco or equivolent. Wolls ore to be portiol height
so os to moinfoin 5@/" or more noturol ventilotion to the outside
on two sides to ovoid the use of sprinklers (UBC ll09).FINb
Units Third Floor
Units Second Floor
M,. Ed*?d strubte
Jvly 20, 1971
Poge 3
4.
(") Second, third, fourth, ond fiffh floors to be Type lll
construction. Exterior wolls, wolls seporoting units ond
wolls between units ond exit corridors to be of two-hour
construction (mefol studs or non-com wood studs ond two
loyers of 5/8" gypsum woll boord eoch side being min.).
Wolls, interior to units moy be of one-hour construction.
Ceilings between units to hove two loyers of 5/8" gypsum
wollboord; units on top floor could hove one loyer of
5/8" gypsum woll boord. A subsequent conversotion be-
tween ourselves ogreed to exposed heovy timber construc-
tion for ihe roof of the top floor units, exception of this
would be the exit corridor which would receive two loyers
of 5/8" gypsum wollboord.
(d) Finish roof moteriol would be fire retorded wood shokes or
onodized oluminum.
Stondpipes - Require wet ond dry stondpipes. We request clori-
ficotion on wet stondpipe, for it would most likely come through
covered porking oreo, ond not being heoted would be susceptible
to freezing.
FlNl=
5.
6.
Elevotor shofts ond trosh
por. C & D.
Require one smoke proof
corner) UBC 3309 Sec. g
chutes would be governed by UBC - 1706
tower exit (to be locofed on southwest
r&2.
Mr. Edrrvord Struble
July 20, 1971
Poge 4
7. Exterior bolconies - (UBC l7l0) - moy be heovy timber (protected)
R N L interpretotion - exposed wood with fire retordont treotment.
Note: Bolconies between first ond second floor to be concrete
strucfure.
8. Second level pedestrion bridge connecfing nelv ond existing
construction - incombustible construction required (3304 - Propose
concrete structure, wood roilings with 5@/o min. open oreo obove
ond heovy timber roof with fire retordont treotment exposed -
Require clorificotion on roof .
9. ltems 3, 4, ond 6 would require o vorionce, which you ogreed you
would support.
10. Zoningconsiderotionsdiscussed:
You ogreed you would support o vorionce to construct up to the
south property ond would support the proiection of bolconies ond
roof eoves over U. S. Forest Service Permit Lond.
The only chonge since your conversotion hos been the modificotion of
the top floor from o two story unit fo two (2) one story units, we would
FII\IIl-
Mr. Edr'vord Struble
Jvly 2Q, 1971
Poge 5
like your comments on this. lf you hove ony further odditions,
chonges or reoctions from subsequent proposols, could you inform
us oi the eorliest possible time?
Best regords,
Terry Drogoo
TD/dn
FIIUb
o Ce e UAte
Ftc-e
Roernr AlhesrenARCHITECTPost 0ff ice Bor 335
Iittleton, Colorado 80120
Tel ephone, (303) 798 -7965
19 December 197O
!{r. Ed Struble, Bulldlng Offlcial
The Torn of Vall,
Box 531
va1l, Colorado 81657
Re: The Lodge at VaiI.
In answer to your letter of 2l October, the followlng
comments are for the recoEd:
1. Stepe have been provided at the north entrance.
2. wall ralls are lnstalled in the etalrwells.
3. The management Lnforns me that tlre lnside roomg
of the employees guarters are not belng used for
sleeping thls season, therefore the natural ventll-
atlon ln the front le sufflclent. llbese units are
to be converted to conmercial use nert gummer.
SLncerely yourg:
41
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cc:tlr. Ross
Mr. Don
DavLs
EIlsha
FrO g3 137C
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o-J.lon-Com' Exterior Treated
Lumber and Plywood
1 . The name Non-Com@ Exterior is the
well-known trademark of Koppers
Company, Inc. identifying fire-
retardant treated lumber and
plywood that can be used for almost
any application, whether it is
outside, fully exposed to the
weather, or inside, fully protected
from the weather.
2. The special treating formulation
used for Non-Com Exterior is
pressure impregnated into the wood
in autoclaves caoable of with-
standing pressure up to 200 pounds
per square inch. After impregnation,
the lumber or plywood is processed
in a kiln where the chemicals of
impregnation are cured. The curing
sels the chemicals in the wood cells
and imoarts durable weather
resisting fire retardance.
3. Underwriters' Laboratories, lnc.
have subiected the maior sottwood
construction sp€cies of lumber and
plywood to their fire hazard
classif ication test procedure before
and after weathering in their
simulated rainfall exposure equip-
ment. lt was found that there was no
signif icant change in performance
of material tested after exoosure
as comoared to material tested
without exposure. The Underwriters'
Laboratories Building Materials List
acknowledges this performance by
stating for the NCX grade, "No
increase in the listed classification
when subiected to the standard
rain test."
This same statement appears on the
label applied to the various species
of lumber and plywood tested by
Underwriters' Laboratories. This is
an exception to the paragraph
describing the U. L. listings for
f ire-retardant treated wood which
reads as follows: "Unless otherwise
indicated, the tr€atment consists
of water soluble salts which will be
affected by repeated exposure to
water or conditions that may result
in the condensation ol water."
Non-Com Exterior treated lumber
and plywood has a U. L. designated
rating of FR-S. This means that the
material has a fire hazard
classification of 25 or less lor
flame spread, fuel contributed and
smoke developed, and shows no
sign ot progressive combustion
when the f ire hazard classif ication
test is continued for 30 minutes.
As indicated above, this rating
applies regardless of the exposure.
4. To specify this treatment, it is only
necessary to refer to the name
Nom-Com Exterior or to call for
treatment with grade NCX as shown
in the Underwriters' Laboratories.
Inc. Building Materials List. Where
treatment service only (TSO) is to
be provided, the material supplied
for the trealment must be air dried or
kiln dried to a moisture content
of 19 percent or less.
5. Non-Com Exterior treated materials
have properties which are very
different from other fire-retardant
treatments. They can be used in
weather exposed locations and still
retain their fire-retardant oualities.
Accelerated tests show this treat-
ment to have oreservative value that
will provide resistance against
decay and termites equivalent to
that provided by standard water-
borne salt treatments used for
material not in ground contact. Dual
treatments can be orovided when
material is to be used in more
severe exposures.
6. Non-Com Exterior treated lumber
bearing an Underwriters' label is
available in l-inch and 2-inch
Douglas fir, white fir, western
hemlock, western white pine, red-
wood and southern oine. With the
exception ot redwood, thicker
material can be supplied with an
Underwriters' label by special
arrangement. Non-Com Exterior
treated plywood bearing an
Underwriters' label is available in all
of the western softwood sDecies
and ih southern pine.
Processing time requires 60 days
for redwood and 30 days for other
species of material.
7. Treatment with Non-Com Exterior
does darken the wood slightly, but
the basic tone or hue of the wood
remains virtually unchanged. The
use of separating stickers required
in the drying-curing phase does
develop marks on the surtace
of lumber. These can be hidden by
application of paint finishes or
heavily pigmented stain finishes.
lf clear finishes are required or
desired, specify white f ir, western
hemlock or southern pine and
Forest Producls Division
750 Koppers Bldg., Pittsburgh, Pa. 15219
412-391-3300
indicate the type finish. Special
arrangements can then be made
to treat the material in the rough and
mill to pattern after the processing
is complete. These three species
still carry the U. L. label even though
processed in such manner.
The manufacture of plywood panels
with one face f ree of sticker marks
is limited to lhicknesses up to
Vz-inch. Light sanding of this face
is all that is necessary to provide a
surface suitable for clear finishing.
It is necessary to specify that an
architectural finish is required if
this type of plywood is desired.
8. The treatment does not influence the
moisture absorbing properties of
the wood. Free water does not
collect in the wood regardless of
exposure to high humidities. This
makes it oossible to use the treated
product with architectural type cledr
finishes in humid areas without
running into the problem of
excessive moisture affecting the
quality of the finish.
9. Non-Com Exterior treatment is
recommended whenever f ire-
retardant treated wood is to be used
in areas where relative humidities
above 80 percent are frequent.
It is recommended for use for any
weather exoosed condition or for
any condition where there is an
inherent decay condition existing
above ground.
)Isb*untcn',Wro:' n o' U*
FR.S LUMBER
l55UE l{o
NO INCR,EASE IN THE LISTED CLASSIF-
ICATION WHEN SUIJECTED TO THE
STANDAR,D R.AIN IEST.
KOFFERS
PR,E SS UR,E INEATCD AT ORRVILLE
l(opPERs
Architecturaland
Construction Matedals
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