HomeMy WebLinkAboutVAIL COMMONS BUILDING A2 LEGALWc-^ -. R-lA^l A>
General Informatlon:
A home occupauon is a use conducted entirely within a dwelling and is incidental and secondary to the use of the
dwelling for dwelling purposes. Home occupati'on permits must be renewed on an annual basis. Approvals for home
occlpaiions shall lapse it not punued within two months of approval'
Business Name:flr1fr De us
Description of the businessl
Location: Lot:-Block:
tIDs 3
Home Occupation Permit i-).-.\ eo-flu^olql
Application
Departnent of Community Development
75 South Frontage R@d, Vail, Colorado 81657
tel 970.479,7139 fax: 970,479'2452
web: www.ci.vail,co'us
O AW'TS-(
rcvqo
[n-rZ_QJ-
aEQfiNPhysical Address:
Parcel No.:
UN (f n'/lt4rt c (/ A57
(Contact Eagle Co' Assessor at 970-328-8540 for parcel no')
Zoning:
UN hMM
I NN€
Name(s) of Owner(s):
Mailing Address:lFtrt 6{/& &Qnnlr
Owner(s) Signature(s):
Name of Applicant:72rcu
2eQMailing Address:
Email Address:
Number of employees:
HOME OCPTTON TNFoRMATTON
Hours of operation:
Equipment/veh ) to be used:
Where are materials/equipment to be located:
Will clients be coming to the home:
Estimate number of client visits per week:
Please attach written approval frorn a
n
condominium association, landlord, and Joint
of additional Plans, drawings'
a model) if deemed necessary to
Guidelines or if the intent of the
owner, if applicable.
The aamiiristrator may require . the submission
specifi cations, samples inditither' roaterials .(including
determine whether a proJect will comply with Desigh
proposal is not clearly indicated.
4.
5.
HOME OCCUPATION PERMIT CONDITIOilS
All h-ome occupations must compty with the followlng regulations at all umes. rf anycondifon is violated at any time, the home occupation permit may be revoked.
1' The use shall be conducted entkely within a dwelling ancl carried on principally by the inhabitan6
thereof' Employees, other than inhabitants of the dwelling, shall not exceed one pe6on at any Ume.
2. The use shall be clearly incidental and secondary to the use of the dwelling for dwelling purposes and
shall not change the residential character thereof.
3' The total floor are used for the home occupation shall not exceed one-fourth of the gross residential
floor area of the dwelling, or five hundred square feet, whichever is less.
There shall be no advertising, display, or other indication of the home occupation on the premises.
Selling stocks, supplies, or producb on the premises shall not be permitted, provlded that incidental
retail sales may be made in connection with other permitted home occupations.
There shall be no exterior storage on the premises of materials or equipment used in the home
occuDation,
7. There shall be no noise, vibration, smoke, dust, odor, heat or glare noticeable at or beyond the
property line, as a result of the home occupation.
8. A home occupation shall not generate significant vehicular traffic in excess of that typically generated
by residential dwellings.
9. No parking or storage of commercial vehicles shall be permifted on the site.
10. A home occupation permit is valid for one year and must be renewed by the Administrator in order for
the home occupation to legally be continued.
I agree that the home occupation will be in compliance with all of these conditons.
5.
06 f t(,' <
(Date) | t
APPRffiVffi M
TOWN OF
Page2 of 3101110102
Bauman & Associates
2084 Zermattlane Unit A
Vail, CO. 81657
Dear Mr. Baumann-
This letter is to approve your request for home occupancy at Vail Commons Residential
H.O.A.
The Board has reviewed your requLst and grants permission with the following
requirements:
-No increase in traffic in front of your unit will be created. Any visitors must comply
with the Rules and Regulations of the association (i.e. no parking on Zermatt Lane).
-AIl Town of Vail code requirements are met.
Ifyou have any questions please feel free to contact management.tw
Dan McNeill CMCA AMS Broker
McNeill Property Management Inc.
2077 N. Frontage Rd. #104
Vail, CO. 81657
970-479-6047
C.C. Vail Commons Board of Directors
:,1-03 01:50prn Frorn-T0lll{ 0F V.AAC0WUI{lTY DEVEL0PIEilT
CnL A s*.;o*ion
DEVELOPT F IMPFCTVEMENI AGFEEMENT
THIS
'.y and
970119?452 t-142 P 006/010 F-923
--,t5-L@3
P.,t lt'll
LETTEH OF
F',lttta3taneJ
i;JWN cF tAiI (here'nafter calledih: "town'l ano ruln (hereinafter
cz'led ihe "Bank").
ryHEHEAS, rhe Devetoper, ar a condition ol approval otne 2pS\'A|QQ fufry*lAnC
femporary Certilicate of Occufiancy fvishes lo enter inio a Developer lmprovement Agreement;
--J
WHEREAS, the Developer is )bligated to provide security or collateral sufficient in the
judgment of the Town to make reasol rable pror isions for completion of certain improvements set
forth below; and
wFlEREAs, the Developerwi ;hes to ptovide collateral to guarantee Performance of this
Agreement, including construCtiOn Of fie abov(Freferenced imprOvementS by means Of the
following:
Develooer aorees to estaFlisl a letter (f credit with a Bank in Eagle county in a dollar.
.
.morniof iI:@-pl_ 125"h ot the total cost of the work shown below) to provide
securitY for the following:
IMPROVEMENT
loq)t.^f"J
NOW THEREFOFTE, in cons ceration of frre following mulual covenants and agreements'
the Developer and lhe Town agr'ee a; follows:
1, The Developer agreet , at the s lle cost and expenses, to tumish all equipment
and materiat necessary to irerform at ,d compl€ te all imprOvemenls, on 0r before-frgIIA;Ib/_ . The De retopei stratl complete, in a good_rvorkmanlike manner, all
ififfiGmA;t= "s
tisted above, in acr ordince flith afl dlans and specifications filed in the office oi
rh6 community Dwelopment Depart nent, the Town of Vail, and to do all work incidental thereto
according to and in compliance with he follow ng:
;,16'tf'.\cverSpneVbrms\dcvimpag Jtr Prgrlof5
?r,,,'^e..--
-, ,-:i 01:50pn From-T0l{ll 0F VU0WUi.|lTY DEVELOPIIi{r
2.
iln4792452 r-442 P 007/010 F-923
A Such other designs, dr rwings, raps, speciiications, sketches, and other matter
submifted Oy thd Deve cper to btl approved by any of the above-referenced
g""err"tit"f "ntiti.r. Att suiO wooi .hall be done under the inspection of' and to
ine iatisiaction or, the l'own Engrineer, the Town Building Ofticial,.or other official
f(om the TOwn of Vail, $ affectecl by speCial districts Or Service districts' aS lner
respective interest ma) appear, and shall not be deemed complete uilil approved
anO accepteO as comp eted by die Town of Vail Community Development
Department and Public Works D3panment'
To secure and guaranl ae perfonnance oi its obligations as set fonh herein' the
Developer agrees to provide security md cottateral as tollows:
tnevocable fetter of cn dit #-----.=- in the amount oI$-A-P2'g-
*t --?fnZ.r.-A
t0 K-----(name-or bank in qryl:,"c?-Tg)tr
tn" siilffililtne itq .temens seifonh above if there is a default under the
Agreement bY Develol er.
g. The Developer may at any time substitute the collateral originally set fonh above
for another iorm ot cottateiiiac"epta ,f" io the Town to guaraniee the faithJul completion of those
ImDrovements referred to herein and he performance oi the terms of this Agreement' Such
ilili;;;; ;y tne rorn ot artemativ I collalerll shall be at the Town's sole discretion-
4' The Town shall not, nttr shall ary officer or employee thereof' be liable or
|."rponsiit" tor any accident, loss or lamage hlppening or occuning to the work specified in this
ngi;ment priof td the completion ar I accept? nce of the same, nor shall the Town' nor any
otiicer Or employee thereof, be liabte for any pr:rsons or property iniured by reason o{ the nature
ci =ulO wotfr, Uui att ot said'liabilities r;hall and ,ile hereby assumed by the Developer'
The Developer hereby agrees to indemnity and hold harmless lhe Town, and any of its
oriicer.s, agents and emproye'es'agair sl any lorses, claims, damages, or liabilities to which the
fcwn or aiy oi its omcers,'agentiOr employet,s may become Subject to, inSofar aS any such
tcsses, claims, damages 6t riunifitiei iorLctions in respect thereof) that atise out of or are based
uo* iny p.rf6rman"l by the Develc ier herelnder: airO tfre Developer shall reimburse the Town
for ""y ;fi;i iegll or other e"p"n.. s reason;rbly incurred by the Town in ctnnection with
inu"=t'bitr"g "r
Oitending lny iuch I 15s, clain, da1age, liability or action. This indemni$
ptt"isiiri sriA be in addiiion io any < ther liabilty which fie Developer may have'
5.|tismutuatlyagreedllattheDrlve|opermayapplytotheTownandtheTownsha|l
authorize for partial releas6 of-tt'. l. titerat Oe posit'ed with thb town tor each category of
.
*pioue*"nt'at Such time as such in rprovemenls are constructed in compliance with all plans
in'a- ipecificarions as referenced her junder arrd accepled by the Tolvn. Under no condition will
ine arount of the collateral that is br,ing held l:e reduced below the amount necessary to
complete such imProvements '
6. lf the Town determine s, at iis scle discretion, that any ot the improvements
contemplated hereunder are not COn jtructed ir COnrpliance wrth the plans and speciiications s.et
forth in this Agreement on or before he date setfonh in Paragrapn 2, lhe Town may, but shall
t.inr 1ilquir"d to. reOeem tne btter of credit,$ necessary to complete the unfinished
5i :very.' ne\foms\Ccvinpag.kr Irgr3 of5
Ar;-04-03 0l:50pn F rom-T0lfll 0F V|C0llilJl{ | TY DEVEL0PIEII I r-112 P 008/0t0 F-9239701792152
trrprevements, The Bank shall releas: such funds upon written request fromlhe Town stating ,.
ifrii ine improvements have not been completeJ as iequired by this-agreement' The Bank shall
not require the concufience of the de' eloper pr:Or to releaSe Of the funds tO the Town nor Shdll
the Ba;k be required to verify indeper dently ihrtt such improvemenls have not been comdeted
as required Oy this agreement, Uut'sn tll releast, such funds solely upon the Town's written
request.
It the costs of completing the ,uork exceed the amount of the deposit, the excess,
':0gethe. with interest at twelve perCer t per annum, shall be a liefl against the ProPerty and.rya1
Je"collected by civil suit or may be ce tiiied to I rc treasurer of Eagle County 1o be collected in the
same manner as delinquent ad valore m taxes llvied against suc,h propeny. ff the permit h-older
eils or refuses to comptet- tte cleanl P and larrdscaping, ad defined in this chapter' such failure
cr retusal shall be considered a violat on of the Zoning Code'
T.TheDeveloperwafiansa||worl.andmaterialfora-periodofoneyearafter-
acceptance of alt work refdned to in l lis Agreenent by the Town if such-work is located on Town
oiVliipropert' or within Town of Vail right-of-rrr'ay pu6uant to Section 17.16'250-
8- The parties hereto mu ually agree that this Agreement may be amended from time
to time, provided thit such amendme rc be in \vriting and executed by all panies hereto'
Dated the day and year first a rve wriflen.
i:\everyonc\fomrsldevimPag-lu Prgr I ofj
Frorn-T0lllt 0F V|c0t{4ull ITY DEVELoP[f,t.|I
STATE OF COLOFADO
COUNTY OF EAGLE
STATE OF COLORADO
3CUNW OF EAGLE
qq
D€velepet
rnA^lA6ER
970118245?1-442 P 009/010 F-923
fl\cAlrru-
The foreooino Developer lmpr' rvement l\greemeil was ac[nowledged before me thisJ/-;;;;i:-Zi;/---: =iistw 'oaae ( -//ei'b'zL -'
\Mltness rny hand and official s eal.
t./
My commission expi res ;--
-A//qZ/-{owy Public
tLff ,ii:Ezr,ff '*''*1""'*"3ffffiii*"Tiwi:r2f rm"fuy""
hgF{of5
1.t
Aevctyode\bntrsucvtdpog.h
McNeill
2077 N.
Voil, CO
Property AAonogement, Inc.
Frontoge Rood, #300
8t657
To:
Re:
Worren Compbell
Reguired Developer fmprovement Agreement for the Londscoping ot
Voil Commons
Dote: Morch 17,2OO3
Deor Mr. Compbell,
Encfosed you will find our Developer fmprovement Agreement, our estimotes
for the cost. ond o diogrom of the londscoping project for Voil Commons.
Please coll us o1479-6Q47 if ihere is onything elseyouneed.
incerely
Don McNeill
5TEVENS HOME CARE,INC.
Quote for Voil Commons Londscoping Project
34 - 5 gollonPerennials @ $13.50 each - $ 459.00
4? - 2 gollon Potentillos @ $?9.62 eoch - $L,244.O4
t2 - 2-3 ft. Aspen Trees @ $38.50 eoch - $ 462.00
Totol- $2,t6504
Property Account
vcomoon8 5003
DATE;03/19/03 CKlt:5385 ToTAL: $2. 155. 04 r r *
PAYEE: Town of vail (Townvai.l)
K:VUOnmOnS - vdj.r LunursrrJ nEeru
Description
Developer fmprovement agreement
Invoice Amount
2,165 .04
BANK: vconmons - vail Conmons Residential Condo
A
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De p artment of C ommunity D eve I opmen t
75 South Frontage Road
Vail. Colorado 81657
970-479-21 38
FAX 970-479-2452
www.ci.vail.co.us
June 5, 2003
McNeil Property Management
c/o Dan McNeil
2077 North Frontage Road, Suite 300
Vail, CO 81657
Re: The required Developer lmprovement Agreement for the landscaping at Vail
Commons.
Mr. McNeil:
This letter is to serve as notification that staff has visited the Vail Commons site
and found that all the plants shown on your submitted landscape plan have not
been installed by the required date of May 31, 2003 as listed in the Developer
lmprovement Agreement. To be specific the aspen have not been installed in the
areas identified on the landscaping plan. Please look into this issue and call me
to discuss when the remainder of the landscaping will be installed. I am including
a copy of the landscape plan submitted with the Developer lmprovement
Agreement. The Town has cashed the check for $2,165.04 to cover the cost of
installing landscaping in the event all landscaping is not installed. A refund will
be issued to the Vail Commons Condominium Association once all the
landscaping is installec.
Please review these comments and if you have any questions regarding this
letter please contact me at 479-2148.
With regards,
"'rill^^
Warren
Planner
Cc: File
{Sun "*"*o
McNeiill Property Monogement, Inc.
2O7l N. Frontoge Rood, #300
tail, p0 8t657
970-479-6047
TO: .Worren Ccmpbell
DATE: 6 June 03
lutr. Gompbell,
:\
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R{gording the Voil Commons project;
,
I Fm sorry to soy thot I urqs unowqre of the londscope plon
,rii.t wos subnitted to the Town of Voil' We had on
bHernqtive plon cneoted by myself ond Don lrtcNeill which wos'
;; ;; pl".'" "r ihe originol- ttv opologizes for the
confueion. .
In ploce of lhe Aspens (5). I plonted o lilac lree, on olpine
c[rrortt shrub ond 2 sond cherry shrubs' These ore oll
drougrlrt tolerqnt species ond are very hordy'
rtlcnEitlZnvdonche hos been on o mission to mqke oll of our
pnoperties&olrghfresistontbyusin9xeriscopin9whereever
pottibt". Although Aspens a?e a notive tree ond con
withstond dr"y yeors, they grow on eloborate root system
, lrhi"h cqn csuse problems in the future. Aspens proliferofe :
t ond con cause dornoge to sidewolks, buildings ond, in the cose
of Vail Commorrs, retaining wolls'
t,l\
I will plant s 5-7 foot blooming plum in the refoining wqll to
bresk up the spqce. Agoin, fhe cistino Plum is o hordy tree
\
\' which is oble to withstond dry years. I will qlso qdd onothcr
1 i liloc to thc eost side of the woll to provide screening.
I
Plgos€ coll mg on my cell to confirm the revised lanscope plon.
It\\ \ Th'ank you for your potience,
Ir' Ii Kelli Anthony
390 9145
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TOWN OF VAIL
75 S. FRONTAGE ROADvArL, co 81657
970-479-2L38
Description: basement wiring
**rrttffi **|t*ffi **tf, **f****ffi tttrt*!trff trffi***ttr*t*****i F EE
ELECTRICAL PERMIT Permit *z E9'l-0324
2099 N FRONTAGE RD WEST StAtUS. . . : ISSUED
2096 ZERMATT LANE (VAIL Applied. . : 12/L9/19-c7
2l-03-114-15-013 rssued...: 'PRJ97-0241 ExPires. . :
Phone: 97 0-47 9,-957I
Phone:970-479-9578
co 81s02
Valuations ?50.00
'a
SUllltARY i*****t**t*******ffi***********ff*********lrt******ff***r'
t/l^-tw-+'w-:).-
415
blty+"
fL'' \ e
LL.1((
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
Job Addrese:
L,ocation. . . :
Parcel No..:Project No.:
APPI.,ICANT iIOSH SUTNER
2096 ZERMATE LANE, UNrr A, VAIL, CO 81658
CONTRACTOR JOSH SUTNER
2096 ZERMATT LANE, UNrr A, VArL, co 81658
OWNER TOWN OF VAIL
t CITY MARKET, PO BOX 729, GRAND JUNCTION
E tcctri crt-->
DRB Tec
lnv*t i gation>
t t tl. cEtt---->
TOTAL FEES---> 45.OO
Totat catcutrted Fces--->
Addi t iona I, tees-------->
Total, Permit Fee------->
Pay[rn t s----
BALANCE DUE--_
**r****i*****kii**f*ff***r*r**ft*l******tt***ffi***ff***t#**l*Lt*t******tt***t**********ffi*************tr**t**i*ff**r'
IIEM: O6OOO EI.,ECTRICAL DEPARTMENT DEPI: BUILDING DiViSiON:L2/L9/L997 JRM Action: APPR APPROVED JRM-Itbm:'05600 FIRE DEPARTMENT Dept: FIRE Dr-vlElon:
tr*t****tff***t**ffi*tffi*iffi**********ffi*****fffi***rr**rrrrffi*******tr****t***|tttt**|t***'rrlffi*ftffi*ff**ffi***ff*ff*
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
***********rr**ffi*ffiffi***t*rt****rt****ffii**fit**t*****f********ft**rt#r***tr********ff******t*#*tt**ffitrtt***fitffr*|tffi,r*ft*
DECLARATIONS
I hcreby acknorrtcdgc that t have r.ad this apptication/ f il,l,ed out in futt thc intornation required, comptcted an accurate plot
ptan, and state thrt rtt thc inforration prov'idcd as raquired is correct. t agrer to compty vith the inforration and plot ptan,
to cowl,y with att Tovn ordinancas and state [ays, and to buitd this structune acconding to the Tovn's zoning and subdivision
codas, design review approved, llniform Buil,ding Code lnd other ordinancca of thc Torrn applicabte theneto.
REAUESTS FOR INSPECTIONS SHALL BE }IADE Ti.IENTY-TOUR HOI'RS IN ADVANCE BY
42.N
.00
.00
3.m
45.00
.00
45.00
45.m
.oo
TELEPHONE
***i************************************************************
Tgryry oF vArL, COLOR.ADO sraremnr****************************************************************
stat'ennt Number: REc-0369 Amount. 45.00 L2/Lg/g1 7L.L7Palrment Method: CK Notation z #2L39 Ihit: JRM
Permit No: E9?-0324 Type: B-ELEC ELECTRICAL pERMfTParcel No: 2103-114-15-013SiTe Addrees: 2099 N FRoNTAGE RD WESTLocationz 2O96 ZERMATT LANE (VAIL COMMONS)
This Palment Total- Fees:45.00 Total ALL pmts:45.00
45. 00Balance: .00****************************************************************
Amount
42 .00
3.00
Account Code DescriptionEP OO1OOOO31114OO ELECTRTCAL PERMIT FEESwc 00100003112800 WILL, CALI INSPECTION FEE
Job Name: \-r{ ulr .(
--
Job Addres", 7ac/.( 2 =,n+tqt4 ( pa p4
LegaI
Owners
Address:
Description: notgfo!Block
Avf
[ ]-BuiJ-ding [ ]-p]unbing J -f-rlectricar [ ]-Mechani-car [ ]-other
Filing susorvrsrou:
Name: \..-,1".\oL. J.,/rnwr Address:'lo?C )vr,nut/,/ Lta. -_._ph. tl>q-q{?E
Architect: -=tr- Address:Ph.
General DescriptioD! Qcl-s c r.r^. ".,. { r_,,, rrr:,,t\ c* .
work crass: fi-New [ ]-Alteration [ ]-Additional [ ]-Repair [ ]-other
Nunber of Dwelling Units i
-
Number of Acconmodation Units:
'.y*O"r and Type of Fireplaces: Gas Appliances_ Gas Loss__ Wood/pellet_V,t * * * *'* * * * * * * * * * * * * *'{'* * * * * * * * * * * * * * VALUATfONS ******'t***** * * * * * * * .r * * * * * * * * * * * * *I
BUTLDING: $OlHriR: $
ToTAL: $___21_-
coNTRACToR INFORMAT'ION * rr * * * r* * * * * * * * * * * * * * * * * * * * * *
Town of Vai]. Reg. NO.
Phone Number:
Electrical Contractor:
PLUMBTNG: $,YI.*********tt*****************teneral contractor:
Address:
Plumbing Contractor:
Address:
Mechanical Contractor:
Address:
*** ********* ******* ** * ** ** *f.,* ***
BUILDING PERMIT FEE:
PLUMBTNG PERMIT FEE:
MECHANICAL PERMIT FEE:
ELECTRICAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
BUILDIN(;:
STGNAT'URN;
ZONTNG:
SIGNATURE:
ELEcTRfcAf,:d Zfd
MECP'ANTCAL: $-_
Town of Vai-I Reg. No. 260-LPhone l.{r:p5"a,
Town of Vail Reg. NO.
Phone Number:
Towir of Vail Reg. NO.
Phorre Nurnber:
FOR OFFICE USE *******************************
BUTLDING PI,AN CHECK FEE:
PLUMBING PLAN CHECK FEE:MECHANICAL PI,AN CHECK FEE:
RECREATTON FEE:
CLEAN-UP DEPOSIT:
TOTAL PERMIT FEES:
VALUATION
l*contait 'Eaj1 e. cou'.rc, o""u""or"Qrrr".
i ac 97t-J28'-86-4q Jor papcel /l . ToWN oF VAIL CONSTRUCTfoN'. ^t e|u-Jzu-6b{ru tor parcel- f . TowN oF VAIL coNsTRUcTfoN pER}lrr ll g-?-ltfiog
,.rrncrl ttt@ prnurr AppLrcATroN FoRM ^r,-).a| / omt,- ,11-,i [q> (,p fi - OZr/ /, APPLTCATToN MUsr BE TTLLED our coMpLETELy oR rr MAy Nor BE AccEprdD
CLEAN IIP I}EPOSIT REtrUND To:
t6ww op verr, DEPARTTI'IENr oF coMMtJNrrY
75 S. FROTCTAGE ROAD
vArL, co 8L657
970-479-2L38
NOTE: TI{IS PERMIT MUST BE POSTED ON
ADD/ATT SFR BUII,D PBRI'IIT
JOBSITE AT AI,L TIMES
Perml-t, #: 897-0408
r]Ob AddTCSS: 2099 N FRONTAGE RD WEST STATIrB. ..: ISSUED
Location. ..2 2099 N FRONTAGE RD (VAIL, Applied. .:5LL/06/1997
Parcel No..: 2to3-LL4-24-031 lesued. , .: LL/LL/L997
eioiect No.: PRJ97-024L Ex'i'res": O5/L0/L998
APPLICAI{:T
Ol,rlNER
cot{TRAeroR
iIOSH SIITNER
2096 ZERMO{rT LANE, VAII,,CO. 81557
JOSH STITNER
2096 ZERMOTT LAliIE, VAII',CO. 81557
WARZECHA EI{TERPRISES, INC.
P.O. BOX 1384, VArL, CO 81558
Phonel. 970-479-95'18
Phone: 970-479-9578
Phone: 970-390-3674
TOV/Cr:mm, Dev.Description:
FRAMING OF BASEMENT/BATTIROOM ONI,Y
Occupancy:
T\rye Construction:
Clean-upr
approved
SrrrOUfit
date
t)t Refund
*of t{ood/P.ll.t:
Add Sg Ft:
*Of oas Applianc€s:
Valuation:4, 950
Fir6place Infordatsion: Rc6cricted:#Of 6rE LogE:
t*'t'*t*ttrraat FBE SUI'MARY ' r r i t t *t ta a i* 'a r
Building..--->95.ooRc.cu|rantPI.nRcv:1.9.->.ooTotllc.1cul.tsodP...--.>279.7s
Plen Che.k---> 6!.75 DRB Pc6-------- 2o'oo Additionel Fcc'---------> 'oo
Invc6tigatsion> .oo Rec!.rLion Fc.----------> .oo focal Par$it rcc-_--___-> 279'75
will call----> 3.Oo Cl..n-Up Dat'otj'f--------> -- 1oO'Oo P': rcnEe------- 279'75
IOIAIJ FEBS- - ---
ttita,*r+tt"il,
Item: O51OO BUILDING DEPARTMENT -p-ePE: BUILDING Divieion:
117 66 tllgi-uma---,AEEiqq: A-pgn APPRoVED iIRM-iEbft;'05400-iji,emlINqbEFIiiiuE-Nr- - DepE: PIA{NING Division:
rEem: osodd -FfiE-'DHFARrMiilii"---- De^pt: E-rBE------ Pivision:iEEiii: o55dd b0iltrE-frbn?G--' DeF': PLB woRK Division:
rt.f*riaiirirrrr arirta*tral,*laarrr*tttt.rtatt*aai*tt1t*
See Page 2 of this DocumenE for any conditlons that may apply tso Lhis permit'
DECLARATIONS
r hercby ackno!,I6dgc that r hav. read lhir .pplicrlion, fill.d out in ful1 thc inforuation rcquired, couplctad en accurlLq plots
plan, and scage chat .1I tshe lnfonFblon providcd ar r.quir€d ic corrcct. I agrcc to couFly {lrh th. inf9rD'uion snd ploc phn.
to co$ply rich atl To*n of,dinanc.. end 6tB!. larr, and to build bhit ltruccuro eccording to thq tonn's zoning enil rubdivirion
cod€6, dcligrt revicr approvod, ultiforE Building cod. snd othcr ordinucGr of the Tor,n .pFlic.blc uh'r'!o'
REQOE9T9 PoR INAPECIIoNS 9EA!L BE MADA TWEIfTY-POUR HOURS tN ADVANCB BY TE 'EPHONE AT 47,OUR OFPICE PROM E:00 Al| St00 PM
glnd clcan-Up DePoeit Tol HIMSELP AND OI{NBR
Page 2********************************************************************************
CONDITIONSpermiE, #: 897-0408 as of tl/LL/97 SEatus---: ISSITED
**************************************************:t*****************************
Permit Type: ADD/ALT SFR BUIL,D PERMIT Applied--z lL/06/L997
Rpplicanl---: iIOSH SIIII,IER Issued---: LL/LL/L997
g7o-479-g578 To $cpire ' 05/to/L998
iIOb AddTEgB: 2099 N FRONTAGE RD WEST
L,ocation---z 2099 N FRONTAGE RD (VArL COMMONS A-5)
Parcel No-- : 2LO3-tt4-24-O3L
DeecripEion:
FRAMING OF BASEMENT/BATIIROOM ONLY
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * COnditiOng * * * * * * * * *:t * * * * * * * * * * * * * * * * * * * *
1. FIEIJD INSPECIIONS ARE REQUIRED TO CHECK FOR CODE COMPI-'IAI{CE.
2. SMOKE DETEqTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY
AS PER SEC.121O OF THE 1991 I'BC.
3. PERIVIIT ALLOWS FR.,AMING OF BASEMENf OIILY
t *l't r * r !, i * rr * !a l.rt r r* * !r r i t ri r rr * t r trr * i f i J * r *, * a
TOnN OP VAIL, COLOS-ADO gsrEcunE
r r rra. ti t i l,rr a r* ra!r r tr r tttt r*{ i, rr rr r at arr lr } arrrttr+ a tr a tlrtJ rl|l,ta t !r
gEitdlnc NqBbor ! REc-0359 AnounE: 219.'ts LI/71/97 r0tL2
Prl'osnc l,lcthod ! CK NoEaEIon! 1508 Inig: llAll
Pcrllt No: 897-0409 l'ttpc ! I-BUILD ADD/aL? SFR BUII,D PE
P.rc.!]. No! 21O3 -114 -2{- 031
giE. Iddr..r: 2099 N FRoNTICIE RD llEgT
LocrClotrr 2099 F FRONIICE RD (VIIL CO0TUONS A-5)
tolal Faar I 279,75
th.l. PryE.nt 279 .75 Tot.l AIJIJ Pffit | 279.75
Bal.nca :
t**f**Jrtt*tttrf*rrt*r**ttr rti ttt** t tt**rttrtttin* | rf t *tttrtl*tr t*i
AccounC @d.Dc!cripcion
BP OO1OOOO31I11OO BUTTDINo PBR^MIT FEES
m. 00100003x12200 DEgrq{ RarrEw F8E9
pF 00100003112too P&tN cHEcK FBE'
D100100002a03!00 cLEAlquPDEPosrTa
t{c 00100003112800 I|ILL crtE rNgPEerIoN PBE
lDoun!
95.00
20. 00
61.75
100.00
3.00
dT:-;ru:'i,2;z^3""ifr;if;i#tiryi,i*j i#nr;:r"* 4, 11 .r., #-
!: PAXl.t.t, lf ! ) tlt:------ '--4.-z_:/- ----- PPT97-orrlt APPLfCATION MUST BE FILLED OUf CoMpr.eTELy OR IT l{AY NoT BE AcqEFTED
X***************************** PnIUrifT 1NFqRIIATION *******************,r*** 1*****nr .1-auildins 14 -*unrins sry"r""*l!,{44-rKJf"^( rKK" a4
Job Name: ;r,,*
)4ft ?<t,-,.,.Legal oescripti6i: Lot
Owners Name:Address: -147(Pn' (4'7{7
Architect z Owlv/ _ Addre ss: 4d ?L pn.r?3?_ o<z
General Description: 4,-,,8/btl/*trfi,^-._*lt<
I{ork Class: [ ]-Ne!r [ ]-Alteration [ ]-Additiona] [l-Repair-[ J-other
Nurnber of Dwelli ng Vnits: !1 Number of Accomrnodation Units z /
74
lASu Sl<2,4
'r,v'/f /.o.,l-
BUILDING: $
Address z t!t, /.:
Electrical Contractor:
Address:
elunbing Contractor:
Address:
ELECTRICAL: S 70
l,lECHANfCAf.,t $j.fl
)RMATION **** ** ********* ************L__ Town of vail Res. no.{?f K
Tq1--0,/o|hone Numberz -Yd )T
Town of Vail
Phone Nurnber:
Town of Vail
Phone Number:
Reg. NO.
Reg. NO.
Mechanical Contractor:
Address:
********************************FERBUTLDTNG PERMIT FEE:
PLWBING PERI.TIT FEE
MECIIANICAIJ PERITTIT
ELECTRICAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
Town of Vaii,Reg. NO.
Phone Number:
|FFICE US8 ***** * * * ***** * * * * **************
BUILDING PIAN CHECK FEE:
G PI.AN CHECK FEE:CAL PI,AN CHECK FEE:
TTON FEE:
-UP DEPOSU:
AL PERI'IIT FEES:
, Hf;PJnr"n,
STGNATURE:
ZONTNG:
SIGNATIIRE:
CLEAil T'P I'EPOSIT BENNU'Z/ g'J^-, f,)[.p*=u),',/',--
o
75 routh lrontage road
u.il, coloEdo 81657
(303) 479-2138 or 479-2L39
TO:
FROM:
DATE:
su8.TECT:
offlce of connunlly developmcnl
ALL CO}TTRAqTORS CURRENILYL REGISTERED WI:rH THETOIVN OF VAIL
TOWN OF. VArL PUBLIC WORKS/COMMTTNITY DE\ELOPIIENT
UARCH 15, 1988
CONSTRUqTION PARKING & }|ATERTAL STORAGE
rn sunmary, ordinance No. 6 states that it is unr.awful for anyperson to titter, track or deposit ;;t-r;irl-"J"r, sand, debrisor naterial , including trash tunpsters, portable toilets andworknen vehicles.upon any streetl ,ie;;"i;;-;ii;y or pubticplace or any porti-on tt "i"oi.
--itre right-of-way on all. Tow,., ofVail streets and_. Igag" is approxinately 5 ft. off pavement.This ordinance wirt be ;iri;iry'-enforced by the Town of vairPublic lforks DeDartment. --p"t!3ns round viararin; this ordinancewilr be siven a 24 hour "=ii[.n"""ii".-to-;;;;;"=.id nareria]..rn the event the person so notified.aoes-not--"o.pry with thenotice within tt5_-21 tto"i-tir"-Jpeciried, the puitic worksDepartnent will remoie said nateii"t -"t the expense of personnotified' The provi=i""s-ot-trrrl orainance sharr not beapplicable to c-onstruction, r"i-i"r-rge or repair projects ofany street or alley or any util_itres rn the right-a_way.
To.review ordinance. No. e in full, please stop by the Town of:::i"::iHi"g"";f;?fn:*"::-'d;;i" a copv. rir"ni< vou ror your
(i.e. contractor, o!,rner)
75 roulh trontrge rord
ulll, color.do 81657
l3o3't 479-2L38 ot 479-2139 oftlco of communlty dcvclopmcrrt
BUILDING PERfiIT ISSUANCE TIl,tE FRAilE
If this perm'r.t reouires a Town of Vair Fire Departnent Approvar,Engineer''s (pubr'ii works)
"evien rni'ipp"ouui,' a piinnrn!-b.pu"t .ntreview or Heat th Department review, -.n['i-"iui.; ;i'iil;";uit aing
SSri[*E1l;"ll: "'.t'u ted time ro"'a-to tar ;;;i;''-;"i"LiI'a, r 6ns
All corrnercial flarge or smalt) and alr multi-famiry permits wilrhave to follow ihe ioove rentioneJ-maximun requirements. Residentiarand smari projects shourd take i-ie;;lr'amound of time. However, ifresidential or smailer.projects irnpiii the various above mentioneddepartmeilts with regard to-necessarv-revier,-ilr.i. i""j".ii' ruvalso take the three-week period.
Every attempt wirl be made by this department to expedite thispermi't as soon as possible. - vv s^,"Ls' r'E el
I:-l!" undersigned, understand the plan check procedure and timet rame .
f],t
MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY g, 1gg4
WHEN A ''PUBLIC WAY PERMIT'tS REQUIRED
TO:
FROM:
DATE:
RE:
ls this a new residence?
ls demolition work being performed
that requires the use ol the right
ol way, easemenls or public property?
ls any utility work needed?
ls the driveway being repaved?
ls difierent access needed to site
other than existing driveway?
ls any drainage work being done
atfecting the right of way, easements,
or public Aroperty?
fs a'Revocable Right Of Way Permit,
required?
A. ls the right of way, easemenls or
public property to be used for staging,
pafting or fencing?
B. lf no to 8A, is a parking, staging
or fencing plan required by Community
Development?
I have read and all the above questions./ ,/c
YES NO
1)
2)
./.
.1
3)
4)
s)
6)
7)
8)
r'
/
!t191a19wered yes to any of these questions, a'Public Way Permit" must be obtained.?ublic Way_ Permit" applications may be obtained at the Public Work,s otfice or atC.o.ryry1itf Development. lf you have any questions please callCharlie Davis, the Townof Vaif Construciion Inspeclor, at 429-Z1Sg
Job Name Contradofs Signature
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CI6/t6/ 1999 'GB:16 REQUEBTS - INSF,ECTN IIORK SHEETS FOR: 6,21611999 AREA: CD
re=! r=*==={==*===*==!:=====$qE=!E==tar=====€====E=E==!i-===========ts=3:3GB==E===E:l!s-a
Actfvity-r B9Z-@4€r8 g/16/t9 Typer A-BUILD Statr-rsr ISE;UED I Constrr A5FR
Addressr PO99 N FRONTAGE RD WEST
Locationr 8O99 N FRONTAGE RD (VAIL COilHONS A-5)
Parcel r €l€t3-l t4-94-O3l 0ccr Use:
Dcscriptionr FRAMING OF BASEMENT/BATHROOM ONLY
Applicantr JOSH SUTNER Fhorre: 970-479-9578
Ownerr JOSH SUTNER - Fhone: 97€t-479-957A
Contractorr WARZECHA ENTERFRISES' INC. / Frhone: 974-390-3674
Inrpect i on Reqnest
Reqr.tertorr JOSH
Req Tiner OBTOO
It ems request ed to
o,o,096 BLDG-Final
Infornation....
SUTNER
Eomnent s r FIN
be Inspected.ne Exp
I
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Inepeetion History.....
Iterl OOOsla BLDG-Franing lfte/ t5 /97 I nspect or I CD Aet i on ! flFiff-te/ t3/97 I nspect or r CD Aet i on I - ntrfl[- fplOVeOIten: 60050 BLDG-Insulation / rrt'^ ^O'le/15/9? Inspectorr CD Actionf,r/fFcfficnnOVeOItenr GOA66 BLD6-Sheetroek Nail t I
le/L9/97 Inepector": CD Actioni npCn SEE NUTES:
Item: 06096 BLDG-Final n , ^/h N t
rtenr srcrssa BLD6-reup. e/a (rIt"'{ "- hJ lN/Itemr 6034A BLDG-Final C/U gll..'-'' Vw' il,ft'
Notesr FENDING AN ELECIRICAL PERMIT BEING ISSUED AND AN ELEC
Rt.}UGiH INSF.ECTION COMtrLETEDItenr00fr80**NotOnFile** ".hilItenr AOOTA BLDE-Mise. .1 , t /*{'/,1 / .L- u ' t
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TOWN OF VAIL
?5 S. FRONTAGE ROAD
vArL, co 81657
9't 0-47 9-2138
Occupancy
Dwellings
owe l IingsPrivate Garages
DEPARTMENT OF COMMUNITY DEVELOPMENT A1_
Con-htfl/u
TlMES
89 6-0211
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT
PROJECT TITLE: VAIL COMMONS BI.',DG A2
iri-w iien, p 1i,oue ) PERMTT - ---Tennit $..|'.
Job Address: 2099 N FRONTAGE RD WEST Status...: ISSUED
iocation... : VA1L coMMoNS BLDG A2 2099App1ied., :Ga7 /.23/1ssa
Parcel No..: 2103-114-15-013 Issued...t A9/E/.1996
Project No. : PRJ96 -0122 Expires . . t 03/18/1997
Phone: 3039494360
Phone: 3039494360
APPLICANT WARNER DEVELOPMENTS' INC
P O BOX 958, AVON CO 81620
CONTRAqTOR WARNER DEVELOPMENTS, ]NC' P O BOX 958, AVON CO 81620
OWNER TOWN OF VAIL
75 S FRONTAGE
Description : NEw DUPLEX
TyPe
Zone
Zone
Zone
RD W, VArL co 81657
Nunber of Dwell.i.ng Units: 002
Factor Sg' Feet Valuation
1V-N 58.?0 2,995 175,806.50
1V-N Basement 17.50 1,042 18'235.00
L v-N 21.30 438 9'329.40
Subtotal:. 4,475 2O3 '37O.90Total Valuationz 203,370.90
Town of VaiI adjusted Valuation: 203r370.900Table Date: 05/I7/!996
Fineptace Information: Restricted: Y fof Gas Appliances: 2 l}t Gas Logs: fof t'lood/P8l'tet:
tEE SUI{iARY *ffir*ffiffi**tiffi**
Bui tding-----)
Ptan Check--->
Investigation>
!i l, L Cal,l,---->
1,156.00 Restuarant Ptan Revi ev-->
75'1.40 DRB F
.00 Recreation FcF--------->
3.00 cLean-Up Deposi t-------->
.00 Totat catcul'ated Fees--> 4'48 -9O
2OO.OO Add'itiona[ Fees---------> .00
1 ,799.50 TotE[ Pernit Fec-----> 4't @ -9O
5OO.oO Payments--------
TOTAL FEES--.---
. Irem: 05100 BUILDING DEPARTMENT Dept: BUILDING Division:
07/23/L996 CHARLIE Action: NOTE PLANS TO CHARLIE
08/20/I996 CHARLIE Action: APPR CHARLIE DAvIs
IL'ern:' o54OO PLANNING DEPARTMENT Dept: PLANNING Division:
0'l/23/1996 CHARLIE Action: NOTE PLANS TO ANDY
08/23/1996 ANDY Action: APPR andy knudtsen
It'en:' 05600 FIRE DEPARTMENT Dept: FIRE Division:
07/23/L996 CHARLIE Action: APPR N/A
It'em:' 05500 PUBLIC WORKS Dept: PUB WORK Division:
08/20/]-996 CHARLTE Action: AppR N/A
Itbn:'05550 ENGINEERING Dept: ENGINEER Division:
08/L2/1996 TERRI_M Action: NOTE NEED MORE INFO
09/L9/1996 TERRI_M Action: APPR APPROVED
ffirr* ****#r*rr/rftHffi*
see page 2 of this Docunent for any conditions that may apply to this permit.
DECLARATIONS
IherebyacknoHtedgethatlhavereadthisaPP|'ication,fi|'tedoutinfutttheinfornationrequired,conptetedanacclrateptot
P|'an,andstatcthata|'|theinformationprovidedasrequirediscornect.lagrcetoconPtyUiththeinforoationandptotPtan'
to conpty Uith aLt ToHn ordinances and statc taHs, and to buiLd this st'ucture according to the Town's zoning and subdivision
codes,designrevie!,aPProvcd,UniforrnBui!dingcodcsndothelordinanccsofthctoynappticEbtrthereto.
REOUESTS TOR II{SPECTIONS SHALL BE IIADE TT'IENTY-FOIJR HOURS III ADVAT{CE BY
send ctean-uP DcPosit To: I'IARNER DEVELoP|IENT SIGNATURE OI OIINER OR CONTRACTOR FOR
PAGE 2
********************************************************************************
CONDITIONS OF APPROVAL
Permit #: 896-0211 as of 09/2a/95 status: ISSUED
********************************************************************************
PETNit TYPE: NEW (SFR,P/S'DUP) PERMIT
eppliclnt: WARNER DEVELOPMENTS, INC
.lob-Address: 2099 N FRONTAGE RD WEST
Location: VAIL COMMONS BLDG A2 2099 N' FRONTAGE RD
Parcel No: 2103-114-15-013
********************************************************************************
COND]TIONS
***********************************************t'********************************
1. THIS PRoJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. sucH
SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR
A FRAME INSPECTION.
2. ATTIC SPACES SHALL HAVE A CEILING HEIGHT OF 5 FEET OR LESS'
AS MEASURED FROM THE TOP SIDE OF THE STRUCTURAL MEMBERS OF
THE FLOOR TO THE UNDERSIDE OF THE STRUCTURAT MEMEBERS OF THE
ROOF DIRECTLY ABOVE.
3. AII landscapj-ng shown on the Ptan attached to the permit
rnust be installed or bonded prior to TCo'
4. All pavement to be installed in the individaul drj-veway
as well as the entire project nust neet tlre specifications
shown on the exhibit attached to the permit'
Applied: o7 /23/!996iisued: 09'/Le'/t9e6
o
**************************************************************:t*
tOt* Ot VAIL' COLORADO Statemnt
****************************************************************
statemnt Nunber: REc-0207 Anount t 4'409'90 09/24/?5 11:14-p"y.E"t uethod: cr Notation: *7164 rnit: CD
Permit No: 896-0211 Type: B-BUILD NEw (SFR'P/S'DuP) PE
Parcel No: 2103-114-15-013
SiIE AddTCSS: 2099 N FRONTAGE RD WEST
LOCAIiON' VETI COMMONS BLDG A2 2099 N. FRONTAGE RD
Total Fees: 4'409'90
This Payment 4,409 .gO Totaf ALL Pnts z 4 ' 409 ' 90
Balance: '00
****************************************************************AmountAccount Code DescriPtion
01 OOOO 41310 BUILDING PERMIT FEES 1'156'00
01 oooo 41331 DESIGN REVTEW FEES 200'00
01 ooo0 41332 PLAN CHECK FEES 751'40
01 oooo 22002 CLEANUP DEPOSTTS 500'00
30 OOO9 45032 RECREATTON FEES r'799'50
01 OOOO 41336 WILL CALL INSPECTION FEE 3'OO
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CITECK IIEQUEST
PISPAREoBY: .J(0_S )N,>t qg_DATE: t O /z /q >
VENDORNAMD: \I N Q\ /I I
u JA,.t.v-tA Dp,nl c !1 ttw outj3
DESCzuPTION OF EXPENSE: CLEAN UP DEPOSIT REFUND FoR BP # H|,_DZI I
NAUTOFJOB: \fi , 0 (mtr,,u/^lLs +-
ACCOUNTNUMBER: 0l 0000 22002
nNrouNr or neFtnqoP 6DOe9-
DATEAPPROVEp: /O - ) l- cl7
APPROVAL."O** _,.-
REPT 131 TO[^,N 0F VAIL' COL0RADO
a9/3fr/97 o7:35 REOUESTS FOR INSFECTION I^IORK SHEETS FOR:9 /3@/97
Aetivityr 896-O311 9l3A/9'/ Type: B-BUILD Status: I55UED
Addressr era99 N FRONTAGE RD WEST
LOCAtiON: VAIL trOMMONS BLDG AP E'A99 N. FRONTAEE RD
PAGE 11
AREA: CD
Constr"r NDUF'
Use: V NFarcel : l1O3-114-1F-O13
Descri pt i on: NEt^l DUPLEX
AppI icant: I'JARNER DEVEL0trMENTS' INC
Ownen: T0I,JN OF UAIL
Contnactor'; WARNER DEVELOpMENTS' INC
Occ: OOtZrT
Phone: E83949436O
Phone:
Fhone: J03949436O
Inspec
Req u
Req
Items
OQ54Z'
tion Request Information.....
egtor': Rich
Time: OB:0ttZt Comments: AP ea1
nequest ed to be Inspected...
BLDG-Final C/0
Fhone t 748-QLB7
I to meet
Ti ne Expion Comments
Inspeetion Histony.. r..ltem: ogtSOO FW-Baekfi I I Inspection
le/e4/96 Inspector': CF Act i on : AF FiR AF.F'ROVED
BETTER BOND TO FOOTERAction: AFtrR SOUTH SECTI0N
Action: DN CRNCELLED I
Act i on: FA S0UTH l/E
Act i on r N0 TRUSS REP0RT ,RECEMD
Action: AtrFR UNITS 5 & 6
Aet i on : f{F,F.R AF.F.ROVED
Act i on : AtrF.R APF.ROVED
Rct i on : AF'trR AFF ROVED
Act i on: AFFR AF'F'ROVED
r.tn i t al
i on and s.et:Lrt"e *,*-
NOtes: INSULATED BLENKETS REOUIRED
ADD *5 BARS AREUND I^'INDOI"I OtrENINGItem: OO5O3 trW-Final driveway gFade
Iten : rarzr$lgr BLDG-Foot inqs/Steel
IA/?e/96 Inspeetor': CF Action: AtrFR BLDG A-e
Notes: CLEAN MUD FROM REBAR WHERE NECtrESSARY
BLANKET CT]NCRETE
CLEAN TOP OF PIERS FOR
Qtl /06/97 Inspector": CF
Item: OOOIII BLDG-Foundat ion/5teel
AL/fis/97 Inspector^: DS
AI/A7/97 Inspector': DS
Iten: EOS3A FLAN-ILC Site trIan
Item: 0OO30t BLDG-Framing
Al/A3/97 Inspector: CD
A?/?.3/97 Inspect or': CF
Item : tZtOtZrSO BLDG-Insr.rIat ion
A9/ I3/qA Inspector': EG
Ael?g/97 Inspeetor': DS
Item: 00O60 BLDG-$heetrock Nail
A3/A3/97 Inspector": EG
O3l11/97 Inspectorr EG
Item: AVATA BLDG-Misc,
Iten: 0O0t90 BLDG-Final
Item: la05s0 BLDG-Temp- C/0
A4/V3/97 Inspector': CF Aetion! AFFRNotes: need drainage away from buildinq
plaee entry landing in proper pctsit
part y wal I mrrst be lhr",
Item: EtO53e PL{-TEMF,. C/O
Item: AA53J trLAN-TEMF. C/O
Iten: IAIAEJT FLAN-FINAL C/0
Item: 44539 FI^I*FINAL C/0
Tlomr (l0tqafi Rl nG- tr i-n-il-Clll-
*i.
****************************************************************
TOWN OF VAIL, COLORADO Statemnt****************************************************************
Statemnt Number: REC-0249 Amount:s3.00 02/24/97 11 :35
Payment Method: CASH Notation: $60.00 RECEIVED Init: CD
MECHANICAL PERMIT
Total Fees l53.00 Total ALL Pmts:
Balance:*******r.********************************************************
Permit No
ParceL NoSite Address
Location
This Payment
Account Code
01 0000 4t312
01 0000 4L332
01 0000 4L336
M97-0019 Type: B-MECH
2 1 0 3 - 1 1 4 - 1 s - 0 1 3 '
2099 N FRONTAGE RD WEST
VAIL COMMONS BLDG A_2
s3.00
53.00
.00
Description
MECHANTCAL PERMIT FEES
PLAN CHECK FEES
WILL CALL INSPECTION FEE
Amount
40. 00
10.00
3 .00
, -0^ll
rg1 L
h-2
///
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 81657
97 0-47 9-2t38
Mnrte\ q-rywtla-
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT
PROJECT TITLE: VAIL COMMONS BLDG A2
NEw (SFR,P/S,DUP) PERMTT Permit
TIMES
896-0211
Job Address
Locat.ion. . .
Parcel No..
Project No.
APPLICANT WARNER DEVELOPMENTS, lNC
P O BOX 958, AVON CO 81620
CONTRACTOR WARNER DEVEI.,OPMENTS ' INC
P O BOX 958, AVON CO 8l-620
2099 N FRONTAGE RD WEST StAtUS. . .
VAIL coMMoNS BLDG A2 2099Applied..
21,03-IL4-15-01.3 Issued...
PRJ96-0122 ExPires. .
APPROVED
co7 /23 /tee6
oe /te /ree6
03 /t8 /ree7
Phone: 3039494360
Phone: 3039494360
OWNER
Description : NEW DUPLEX
Occupancy
Dwellings
Dwellings
Prj-vate Garages
TOWN OF VAIL
?5 S FRONTAGE RD W, VArL CO 81657
Type
Zane
Zone
Zone
Nurnber of Dwelling Units: 0Q2
Factor Sq. Feet Valuation
1 V-N 58.70 2 t995 175, 806.50
L V-N Basement 17.50 I,042 18'235.00
1 V-N 21.30 438 9 ,329.40
Subtotal . 4t475 203,370.90
Total Valuation:. 203,37O.9O
Town of VaiI Adiusted Vafuation: 203,370.900Table Date: o5/1?/L996
FireDl.ace Informat'ion: Restricted: Y fof Gas Apptiances: 2 flof Gas Logs: fof tlood/Pal'Let:
**lrt****Jr****ff*ffi*ff***ff**ffi*****ff***ff****ffi* FEE SUfil4ARy **ff****ff**ff***ff****i*****'rffi*****ir***ffiff***!t}f,**
8ui Ldi n9---->
Ptan check--->
lnvestigation>
tli l, L ca l,l,---->
1,156.0O RestuarantPl,anRevielF->
751.40 DRB
.00 Recreation Fee---------->
3.00 ctean-up Deposit-------->
TOTAL FEES-----
-00 Total. calculated fees---> 4,4O9.9O
200.00 Additional. Fees---------> .00
1,799.50 Total, Permit Fee--------> 4,1O9.9O
500.00 Paynents-------
4,n9.9O BALANCE DUE----
Dept: BUILDING Division
PLANS TO CHARLIE
CHARLIE DAVIS
**i*ffi ffi *ffiHffi ffiffi ffi rHtHrrt*ffir**ffi trff.ffi **ffi ffirt*tHr'nt*,rtffi *ffi rffi *#t
Item: 05100
o7 /23/tee608/20 /tee6Item:05400
07 /23/Lee6
0B /23 /Lee6Item:05600
07 /23/tee6Item:05500
08/20/ree6Item: 05550
o8/12/Lee6
oe /\e /ree6
BUILDING DEPARTMENT
CHARLIE AcIion: NOTE
CHARLIE Aclion: APPR
PLANNING DEPARTMENT
CHARLIE Action: NOTE
ANDY Action: APPR
FIRE DEPARTMENT
CHARLIE AcIion: APPR
PUBI-,IC WORKS
CHARLIE Action: APPR
ENGINEERING
Dept
PLANS TO ANDY
andy knudtsen
Dept
Dept
PLANNING Division
FIRE Division
PUB WORK Division
ENGINEER Division
N/A
N/A
Dept
INFOTERRI M Action: NOTE NEED MORE
TERRI_M Action: APPR APPROVED
ffiffffiffi**ffif,*******t***irt*i*ffi**ffift*ffi**ftffirtffffi,t*fir:ffioH'HrffntrHrt**ffi!ffrtw*ffiffffi*
See Page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknoul,edge that I have read this appl,ication/ f il,l,ed out in futl, the information required, comPteted an accurate Ptot
pl,an, and state that al,l, the information provided as requined is correct. I agree to compl'y Hith the information and Ptot ptan,
to compty uith atl, Tolrn ofdinances and state [avs, and to buitd this structure according to the ToHn's zoning and subdivision
codes, design review approved, Uniform Buitding code and othen ordinances ot the Tolrn apPl'icabte thereto-
REouEsrs FoR INspEcrIoNs sHALL BE IIADE T[ENTy-FouR HouRs tN AovANcE By TELEPHoNE Ar 479-?13a oR AT ouR otFlcE FRoll E:00 Atl 5:0o Pl'l
Send C[ean-tlp DePosit To: ITARNER DEVELOPIIENT SIGI{ATURE OF OIINER OR CONTRACTOR FOR HII'ISELF ANO OI.INER
PAGE 2********************************************************************************
CONDITIONS OF APPROVALpermit #: 896-0211 as of 09/19/96 Status: APPROVED
* * * * * * ****** * * * * * * ** * * * * *** * * * * * * ******** * * t * * * * **** ***** * * * * * * * * * * * *** ** * * * * * * *
Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 07 /.23/.L996eppJ.icint: WARNER DEVbLoPMENTS, INC Issued: O9/L9/1996
Job Address: 2099 N FRONTAGE RD WEST
LOCATiON: VAIL COMMONS BLDG A2 2099 N. FRONTAGE RD
Parcel No: 2103-114-15-013
* * * * * * * * * * * * * * * * ** * * * * *** * * * * * * * * * * * * * * * * * * * * * * * * * * * d. t t tr ** * * * * * * * * * * * * * * * * * * * * * *
CONDITIONS
* * * * * * * * * * * * * r. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * t t dr !N * * * * * * * * * * * * * * * * * * d. *
1. THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH
SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO RBQUEST FOR
A FRAME INSPECTION.2. ATT]C SPACES SHALL HAVE A CEILING HEIGHT OF 5 FEET OR LESS,
AS MEASURED FROM THE TOP SIDE OF THE STRUCTURAL MEMBERS OF
THE FLOOR TO THE UNDERSIDE OF THE STRUCTURAL MEMEBERS OF THE
ROOF DIRECTLY ABOVE.3. AII landscaping shown on the plan attached to the permit
must be installed or bonded Drior to TCO.4. All pavement to be installed- in the individaul driveway
as wel-l as the entire project must meet the specifications
sho\.tn on the exhibit attached to the oermit.
lnlil{ uf, vTr JUL 19 '96 8 :49 N0 .001 p . 01
{ii.ifi ird;qq[;irgauTry sm llrilEiili#ff;JF
-
-o-o rr, Trrgrg6
PirRltIl ,,
-, APPLICATION UUgl BE FILLED OUT CouPLBlELl OR fT uAy NoT EE AccEprED.I
x**tr*r'r****ttrt****t..trr*t* pERttIT INFoRl|J|TroN r***r.ir.rr**r**i*irr*r*r*aiirl[x]-Butldtng I J-Plumblng [ ,-Et3ctrlcat I J-Uechant-ctt t l-Other
ROAD IJXSTJob Nane: VAIL COlllOt{S BIJG. A2 Job lddnrel 2099 N. FRoNTAGE
Legal Dcacrlptlon: Lot
Ot{ners Nanc: @.tddrecs:P.O. BOx 958, AVON, Co 8162(Dh.9494360
Arohltect: VtCmR llAnK DONATJSON Addrosg! P.O.BOX 5300, AVO'N,CO 811620 ph.949-5200
General Deecrlptl.on:RESIDBNTTAI, TOI|T{f,OIIBS, 2-SMRY, I'NFINISEED RASEUEITT
&l'fork clasa; fIJ-Ner I i-Altaratlon t ]-A<tdltlonal I
Nunber of Dnelllng Unitc: 2 Nsnbcr o!
l-Repai.r I l-other
Accoutodatlon Unltg:
EI.EEMICAL! $
l{ECltltllcrl.: $-
OO 81620
OTIIER: I
Pl.unblng eontractor:
Addrecs:
Reg. NO.
---
Reg. No.
Reg. NO.
l{echanlcal Contractor:Addrees:
i***irat*t aat**taar*ttr*t*ritrat FOR oFFrcE ugE f*rriro*.r*r**r.rtrrrrrrirrrr*rBUfLDfNG pERllfT FEE: , ....,,j\,::--.,
.
PLUUBTNG PERMTT FEE: r,1r"'If,tr.ft i$
,'.fI.IEqUNTCAL PER}IIT
EIJECTRTCAL FEE:
OTHER TYPE O8 FEE:
PI.AN CI|ECK PEE:Plarf ctrEcX IEE:CIIJ PH}T CltECI( FEE:
OII PEEI
,i l',Ffer. PERITII FE88:
,, lJt.', '
5UTLDINGS
1f*:: 1na
rvne "t pp+bT::t:Xirrlancea :r cas r.os!- r{ood/per}er-
["*.'**Ee-jBiii.!*L-*i*'*T...:J& vrnrtatoNs rrr***i*ri*r*irr****r**rtrr*r*r**
BUILDING:155,280
Electrica), Contractor ;Addresa:
TOtrL:r------
clNm,rcrcR I[FORurgtoN r.rr. r | *r*. *rr r r rr * * r r fi r rrDEsEOlrEms, rNc.Town o! Vall ReE. NO,Phon€ Nunbcr:
Tosn of Vat.l.
Phone Nurnbcr:
fown of Vail
Phone Nunbers
Aorn of Vall
Phone Nunbcr:
CLEA}I TIP
SICNATT'RE!
ZONTNG:
8TGTAIT{IREI
>-
T{ABNER DEVELOPI.IENTS, IilC.
-Ti]U}f
DF VtrII fffl]D ;''- '
hwn
tt .oulh tToalrer ,!ad
'|ll. oolcT.do !t!ft(ror) 479-2I3E or 479_2139
9'9
o
i:"::rlyil3|:innlg: Io. 6 state' p.lt 1g_ ic unrawrur lor lny
il$:ifiii:ii:tx$:t'F:i"#::Ui l"l*iii +il+ :r:*1"
lil*r$*:qi;ru#qrus*fli*t,r:*;W'
*'**t+*lu#j$*ffrgffi"
!::i.:ih,g,tflm:".l""flli; l':ffi.,.;f,":il S; ;:I,,ff,
8 r 49 No .001 P .02
ottlc. of communlty drrtlopn.nt
lffi".8$?^ffRs cuRru$rl,yL REcrsrsRED wrlxr tHE
Towls ol VAIIJ puELIC tfoRt€/colatUNlry DEVELoPITTENT
uAncH 16, 1988
coNslRttrctloN ptSKtNC t DTAIEaTAIJ gToR.tcE
\
TO:
FROU:
DATE:
EURIEGTs
Read and acknowledgad
IUUN UI: VFIL COM-DEV
lottn
)J
9',9
o
EUIIDING PERIIIT ISSUAIIC€ TIITI FRAITIE
If this permlt reoulres ! ?owqr of Vall Flre Depar_tnrent Approvll ,Ensineer''s (.publti fi$ ffei'.ni'ip[.r.I, a planntns. Deprmenrrevtct, or Herlth Deoartmint-r^evlew,-aii.i,r"rro, by the Bulldlnglirilfft"trre estinared aril'f;';'r-;tir revier nay take as lone
All senrrsr.glal Oaroe_or rmrll) rnd rll multl-famlly pennlts rlllhave te follow dtre ioovc.mcnti.in"J niii"r, reqrt.enents. Residenilrllnd smlr projects srrouro iiie-;-i.ffiff;unt.of time, Horev€r. ifresidenttal or smal Ier,pnojects-r;il;;' til vrrtous above menuoned
;i3; "ff il.ih3r ll';s lll* to - nccis iii'ri-i,iil, ril;; ;rc j;ctffi ;,
I::I^r-t!*pt uill be mrdc by thrs deFrtnent to expedite thispenn$ aS SOOn aS pOSSlblO. - -'-'- -'F!r !"s'rt ev E,^Prrsr Ee fnls
i;.fill undersigned, understand the plan ch*k pr.,ocedure and
'me
ID:30f-479-2452
7t rouur tionr.ea rladrrll, color.do ttl0t(t03, 479-2r3e or 479-ZL3g
8:50 N0.001 P.05
o'flter of Conmunlty d|Ydop||taftt
JUL 1
7ecet was- tuDate mi
Develonmont
ned lnto the
o
0 Ffltrdbpv
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
Department of Community Development
IOWn Or Vaf -L
75 South Frontage Road
Vail, Col-orado 81657
(303) 479 -2138
Plan analysis based on
Ehe 1991 Uniform Buildinq Cod.e
addi""" t 2099 N. FRoNTAGE
Planner: Andy Knudtsen
Occupancy: R3, Ml
Type of Const: V-N
Name; VAIL COMMONS DUPLEX A2 UNIT
Date: August 20, L99 5
Contractor: WARNER DEVEIJOPMENTS
ArchitecL: DONALDSON
Engineer: MONROE
Plans Examiner: CHARLIE DAVIS
AO
SE PARATION
DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION
NORTH Property line 20.0 Feet 20.0 Feeb
EAST Building 0.0 Feeb 0.0 Feet
SOUTH Buildinq 55.0 Feet 32.5 Feet
WEST Building 6.0 Feet 3 . 0 Feet
EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION
Table l-7 -A & Table 5 -A
NORTH EAST SOUTH WEST
OCC BRG NON-BRG OPNG BRG NON.BRG OPNG BRG NON-BRG OPNC BRG NON-BRG OPNG
WALL WALL PROT WALL WALL PROT WALL WALL PROT WAI,I, WALL PROT
R3 Ohr Ohr None thr* thr* NOP Ohr Ohr None Ohr Ohr None
M1 Ohr Ohr None thr* thr* NOP Ohr Ohr None Ohr Ohr None
The exterior wa11s may be of COMBUSTIBLE material. Sec.220l.
None - - No fire protection requirements for openings.Prot -- Openings are to be protected with 3/4 hr fire assembl-ies.
50% of the area of the waLl maximum. Sec.2203. (b) & Table 5-A
Maximum sinqle window size is 84 sq.ft with no d.imensiongreater than 12 feet. -- Sec. 4306. (h)
NOP -- Openings are not permitted in this wall.* -- These walls may be required to have a parapet wall 30 inchesabove the roofing. The parapet wall is required Lo have the samefire rating as the wall. See secbion L7L0. for details and excepts:-ons.
AREA MIN. LIGHT MIN.VENT NO. EXITS EGRESS
{p *""r"""r r*"*
75 South Frontage Road
Vail, Colorado 81657
970-479-21 3 V479-21 39
FAX 970-479-2452
2 Master bedroom
2 MasEer bath
2 Bedroom #2
2 Bedroom #1
2 Bath room
2 LaundrY room
2 Hal1s, closets, eLc.
TOTAL FOR FLOOR
1 Living room
I KrCCnen
l- Bath room
1 Garage
1 HaIfs, closets. etc.
TOTAIJ FOR FLOOR
B Unf inished
TOTAL FOR FLOOR
BUI T,D ING TOTAL
FOOTNOTES:
Department of Community Development
.LOU
54
t42
131
37
20
2]-7
248
80
18
2L9
20L
766
520
520
L527
15.00
0.00
1-4 .20
13. r0
0.00
0. 00
0.00
24,80
10.00
0. 00
0.00
0.00
0.00
8.00
2.70
1 .1,0
6.5s
r..85
1.50
0.00
L2 .40
5.00
r_.50
0.00
0.00
0.00
Yes
No
Yes
Yes
No
No
No
No
No
No
No
No
Yes
Yes
1
1
1
I
I
1
l-
I
I
l-
1
1
1
1
I
I
I
1) EGRESS - An operable window or door that opens direcrly lo the exterior
is required fron this room. The rninimum clear openable area must meet
the foLlowing. -- Sec. 1204.
1) The minimum clear height is 24 inches
2) The minimum clear width is 20 inches3) The minimum cfear area is 5.7 square
4) The maximum sill heiqht is 44 inches
2) The number of exits is based on Table 33-A
3) A mechanical ventilation syst.em may be used
openings for ventilation. -- Sec, 1205. (c)
4) The requirement for an egress window in the
sec. 1204.
f eet
(Dwel l ings )
in in lieu of exler:-or
basement is based on
ROOM DIMENSIONS:
Habitable space shall have a ceiling height of not less than 7 feer 5inches, Kitchens, ha11s, baLhrooms and coilet compartmencs may have a
ceiling height of 7 feet measured to the lowest projection. If rhe ceilingis sloping, then the minimum heiqht is required in only 1,/2 of. che area.
- - Sec. L207 . (al
Every dwellinqf unit shall have at least one room which has not less than 120
square feet of floor area. Other habj.table rooms excep! kitchens sha11 have
an area of not less than 70 square feet. -- Sec. 1207. (b)
HabitabLe rooms other than a kitchen shall not be less than 7 feet in any
dimension,Sec. 1207. (c)
GLAZING REQUIREMENTS:
AII glazing in hazard.ous locations is required to be of safetyqlazing material . -- Sec. 5406. (d)
1) Glazing in ingress and egress doors except jalousies.
2) Glazing in fixed and slidingr panels of stiding door assemblies andpanels in swingring doors other than wardrobe doors.3) Glazing in storn doors.4) Glazing in alI unframed swinging doors.5) clazing in doors and. enclosures for hoc tubs, whirlpools, saunas, steam
{,7 ru"""o '*'*
TOWN OFVAIL
75 South Frontage Road
Vail, Colorado 81657
970-47 9-2 I 3 8/479 -2 I 3 9
FAX 970-479-2452
Department of Community Development
.nhr^irr'l
ano I'aDre J/-lJ
rooms, bathtubs and. showers. Glazing in any portion of a building wall
enclosing these compartments where the bottom exposed edge of the
glazing is less than 50 inches above a standing surface and drain in1et.
5) Glazing in fixed or operable panels adjacent to a door where the nearesb
"*po."d edge of the glazxing is within a 24-inch arc of either vert.ical
edge of the door in a closed position and where the bottom exposed edge
of the glazing is less than 50 inches above the walking surface'
?) Glazing in an individual fixed or operable panel. other than those
l-ocations described in items 5 and 5 above, than meets all of the
following cond.itions :
A. Exposed area of an individual pane greater than 9 square feet'
B. Exposed botEom edqe less than 18 inches above the floor'
c Frrirnsa.i frrh Fdrrtr nreafer than 35 inches above the floor.
D. One or more walking surfaces within 36 inches horizontafly of the
plane of the gl az ing .
8) Glazing in railings regard.Iess of height above a walking surface'
Included are structural baluster panels and nonstructural in-f il-1
panels.
See exceptions.
SMOKE DETECTOR REQUIREMENTS :
A smoke deteclor is required on the ceiling or wall at. a point centrally
locaLed in Lhe corridor or area giving access to each sleeping area.
- - Sec . 1.2L0. (a) 4.
A smoke detector is required on the ceiling or wall in each sleeping
area. -- Sec. 1210. (a) 4.
A smoke detector is required in the basemenL. -- sec. L2L0. (a) 4.
A smoke detector is required on all stories. -- sec. 1210. (a) 4.
If the upper level contains sleeping room(s), a smoke detector is required
in the ceiling of the upper level close to the sbaj-rway.
- - sec. 1-210. (a) 4
Smoke detectors are required to be wired to Lhe buildinq's power source and.
shall be equipped with a battery backup. -- Sec. 121-0. (a) 3.
Detectors shall sound an alarm audible in all sleeping area of the dwellinq
in which they are located.. -- Sec. 12L0. (a) 4.
FIREPI-,ACE REQUIREMENTS :
FACTORY BUILT FIREPLACE;
L) Unit must be an approved unit. -- Sec, 3705. (a)
2) Cl-earances and. hearEh size must be per manufactures-- Sec. 3705. (a) & (b)
3) Chimney heiqht must be per manufacturer's approval
OCCUPANCY SEPARATION:
Between the garaqe and the residence. rnaterials approved for thr fire
construction are required on the garage side only and any doors between
the garage and the residence are to be a self-closing 13l8 inch solid
core door or a 20 minute fire d.oor. -- Table 5-B & sec. 503. (d) exc. #3
STAIR REQUIREMENTS ;
A stairway in a dwelling must be at least 35 inches wide. -- Sec. 3305. (b)
{g *"n"""o "*""
75 South Frontage Road
Vail, Colorado 81657
970-479-2 1 3 8/479-2 1 3 9
FAX 970-479-2452
Ratio
L/T5O
1./300
De partment of Community Deve lopme nt
The maximum rise of a step is 8
-- Sec. 3306. (c) exc. #1
inches and Ehe minimum run is 9 inches.
Provide a handrail on one side a stairway 34 to
there is 4 or more risers. -- sec. 3305. (i)38 inches above the nosing if
provid.e a guard rail where drop off is greater than 30 inches. Minimurn height
= 36 inches, maxinum opening size = 4 inches. -- sec. L71.2. (a) exc. #1
The minimum headroom is 5 ft.- 8 inches. -- Sec. 3305' (o)
Enclosed usable space. und.er the stairs is required to be protected as required
for thr fire-resistive construction. -- Sec. 3305. (1)
SHAFT ENCLOSURES:
l) Chutes and dumbwaiter shafts with a cross-sectional area of not more Ltlan
Q "r.raro f aal- mav l-ined on the inside with not less than 25 qaqe
galvanized. sheet metal with all joints locklapped. The outside must be
t hr construction. A11 openings into any such enclosure shal1 be protected
by not less than a self-closing solid wood door I 3/8 inches thick or
equivalenL. -- Sec. f706. (f)
2) Gas vents and noncombusLible piping installed in walls passing bhrough
3 floors or less do not need to be in l- hour shafts.
- - Sec. 1705. (c)
3) Shafts for gas vents, factory-bui1t chimneys, pipinq, or ducts that do
not exbend throuqh not more than 2 floors need not be in t hour shafts.
-- Sec. l-705. (c)
4) A1l other s} afts are required to be enclosed in a t h.our assembly-
-- Sec . 1706. (a)
ATTIC REQUIREMENTS:
l-) Provide an access eo aII atbic areas with a clear heighb of 30 inches
or more. The minimum size is 22 inches by 30 inches. There must be 30
inches or more clear heighc above the access. -- sec. 3205. (a)
2) Provide ventilation in all attic areas. The net free vent area is
to be not Iess than I square foot for each 150 square feet of attic area.
The vent area may be 1-/300 if at least 50% of the required ventilaEing
area is provided by ventilators located in the upper portion of the
attic. The upper ventilators must be at least 3 feeb above the eve or
cornice vents. -- sec. 3205. (c)
For a 700.0 scr.ft. attic area:
Mi-rninum sq, f t. of vent
4 .57
2.33
ADDITIONAL REQUIREMENTS :
For R3 occupancy
This project will require a sibe improvement survey. such survey
sha11 be submitted and approved prior bo request for frame
inspection.
A1l crawl spaces within the Town Of VaiI are limited to a earth to
structural floor ceilinq height of 5'. be earth floor only, be
ventilated as per UBc 251,5 (c)6 with minimum access as per UBC
2515(C)2 and maxinum access of 9 sq. ft.
{i *'"'""'o '*'*
TOWN OFVAIL
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
Department of Community Development
Any building site with a slope of 30 deg'rees or more shall require an
.ttgi.r".t design. such design shal-l address d.rainag'e, soiL retainage
and struct.ural design.
Excavation below slabs on grad.e shaLl not be permitted without prior
approval- .
Ad.dress numbers 6ha11 be posLed plainly visible and leqible from the
streec.
For M1 occupancy
slope garage floor to allow for drainage to outside to provide a
floor drain with sand and oil inEerceptor to dry well or to sewer'
Any garage floor drain connected to sewer must be approved by Upper
Eagle Va11ey Water & Sanitation District.
In garages wiEh l-iving area above, the walls of the qarage wiich are
bearj-ng the area above shalL be proLected with one hour fire
resistive consEruction. uBc 503(B) .
{g *"n"""o ru""
Town of Vail
OFFICE COPY
75 South Frontage Road
Vail. Colorado 81657
970-479-2 I 3 8/479-2 I 39
FAX 970-479-2452
Department of Comrnunity Development
Project Number: PRJ9 5 - 0122
Addressz 2099 N. FRONTAGE RD
Planner: Andy Knudtsen
rr^^'rhrh-rr. P ? M1
Tvpe of Const: V-N
Town of Vai I
75 SouLh Frontage Road
vail, colorado 81657
(303) 4?9 -2138
Plan review based on
Ehe 1991 Uniform Building Code
This exterior
:ccomh'lrr
Name: VAIL COMMONS DUPLEX A2 A5-A6
Date: AugusL 20, )-996
Contractor : WARNER DEVELOPMENTS
ArchitecL: DONALDSON
Engineer: MONROE
Plans Examiner: CHARLIE DAVI S
wafl is required to be a thr fire
Table 5-A
Provide an attic access (22X30 min) to each attic
area. - - Sec. 3205. (a)
AII- electrical work is to be complete to the
requirements of the latest National Electrical Code,
all Town of Vail Ordinances, and Holy Cross
Requirements.
This project will require a site improvement
survey(ILc). This survey shalI be submitted. and
staff approved prior to a request for a frame
inspection. Under no circumstances will a frame
inspection be done wibhout an approved site
lmprovement survey.
Domestic clothes dryer exhaust ducts shall be
installed as per UMC 1104 and 1903. Flexible duct
connectors may no! exceed 5' in lengLh and shalf not
be concealed within construction. Ducts shall
terminate outside the buildinq and not exceed 14'
l-ength.
Cross connection control devices shall be installed
to protect pollution of potable water supply by use
of approved backflow prevent.ion devices. UPC 1003.
In buj-Idings of unusually tight construction (aI1
new construction within the Town of Vail),
{,P *""'"""o '*"*
75 South Frontage Road
Vail, Colorado 81657
970-479-2 1 3 8/479 -2 I 3 9
FAX 970-479-2452
De partment of Community Deve lopment
combuslion air shall be obtained from the outsid'e.
Such combustion air openinqs shall be as per LMc ch.
A chimney enclosure for a wood burning fireplace
f l-ue shalt be protected by a one-hour fire resistive
consLruction. UBc 1706. This involves lining the
inside of such chase with 5/8" Type X sheetrock and
Fi ra- Frni nn ini rl-q
Supply a mechanical drawj-ng indicating design of
system, size (BTU and volume) of equipment, vent
locabion and terrnination. and cornbustion air to be
supplied prior to any installation'
Gas piping shall not be installed in or on the
ground under any building or strucbure and exposed
gas piping shall be kepE at leasE 6" above grade.
rJMC 2213 (b)
Due to colorado State Statutes, aIl sink faucetts
and shower heads are required to utilize flow
restriction devices. Also, the maximum waLer cfoset
flush usage is limited to a maximurn of 3.5 gallons
per f lush.
A wind.ow weII for egress sha1l be provided with a
grippable ladder for access to grade. Any cover
over egress window well sha11 be equipped with
approved release mechanisms openable from inside (no
lock) . UBc 1204
A one-Iine eLectrical drawing for each level is
required for this projecb. Failure to provide such
may result in fiefd correct.ions at the expense of
contractor.
Includ.e a copy of the soils report for the site to
be built on. -- Sec. 2905.
Provide truss details by the truss manufacturerrs
eng'ineer. (reg in this state)
10
13
-15
{S *""o""o '*"
Tguln t'1 \/^il
TOWN OF VAIL
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
Department of Comrnunity Development
Pro j ect Number: PR,J9 5 - 0l-22 Name:
Address: 2099 N. FRONTAGE RD.
Planner: And.y Knudtsen
Occupancy: R3,M1
Type of ConsE r V-N
EXTERIOR WALL FIRE
Table l-7 -A & Table
NORTH
BRG NON-BRG OPNG BRG
WALL WALL PROT WALLOhr Ohr None OhrOhr Ohr None Ohr
Town of Vail
75 South Frontage Road
Vai1. Colorado 81557
(303) 479 -2r-38
Plan analysis based on
the 1991- Uniforn:r Building Code
RATINGS AND OPENING PROTECTION
5-A
EAST SOUTH
NON-BRG OPNG BRG NON.BRG OPNG
WALL PROT WALL WALL PROT
Ohr None Ohr Ohr None
Ohr None Ohr Ohr None
VAIL COMMONS DUPLEX UNIT A5
Date r AugusL 20, 1995
ConlracLor: WARNER DEVEI/OPMENTS
Architect: DONALDSON
Engineer: MONROE
Plans Examinerl CHARLIE DAVIS
SEPARATI ON
DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION
NORTH Property line 20.0 Feet 20.0 FeetEAST Building 24.0 Feet 12.0 Feet
SOUTH BuiJ-dinq 55.0 Feet 32.5 FeetWEST Building 0.0 Feet 0.0 Feet
ITJ
M1
The exterior wal-l-s may be of COMBUSTIBLE material . Sec.220I .
None - - No fire prot.ection requirements for openings.Prot -- Openings are to be protected with 3/4 hr fire assemblies.
50% of the area of the wall maximum. Sec.2203. (b) & Table 5-A
Maximum sing1e window size is 84 sq.ft with no dimensiongreater than L2 feet. -- Sec. 4306. (h)
NOP -- Openings are not permitted in this wall.* -- These wal-Is may be required to have a parapet wall 30 inchesabove the roofing. The parapeL wa11 is required. t.o have the samefire rating as the wall. see section 1710, for details and exceprrons.
AREA MIN.IJIGHT MIN.VENT NO.EXITS EGRESS
WEST
BRG NON.BRG OPNG
WALL WALL PROT
l-hr* thr* NOP
l-hr* thr* NOP
{2 *'n""'o 'u'*
75 South Frontage Road
Vail, Colorado 81657
970-479-2 I 3 8/479-2 I 39
FAX 970-479-2452
D e p artme nt of C ommunity D eve lapment
2 Master bedroom
2 Master bath
2 Bedroom #22 Bedroom #12 Bath room
2 Laundry room
2 Ha11s, closets, etc.
TOTAL POR FLOOR
'l Lirri
-L 1(r Lcnen
1 Bath room
I Garage
I HaIIs, closets, etc.
TOTAL FOR FLOOR
lJ unf lnt snecL
TOTAL FOR FLOOR
BUILDING TOTAL
FOOTNOTES:
1-6 0
55
l- 13
37
2).
23L
745
260
79
18
219
lvo
772
522
t5td
15.00
0.00
11.30
12.90
0.00
0.00
0.00
26 .40
10.00
0.00
0.00
0.00
0.00
8.00
2.75
5.55
€ Atr,
1.85
1.50
0.00
13.00
5.00
l. f u
0.00
0.00
0.00
Yes
No
Yes
Yes
No
No
No
No
No
No
No
No
Yes
Yes
1
1
1
L
t_
1_
l_
1_
1_
1
L
1
1
1
1
1
1
1) EGRESS - An operable window or door that opens directly to the exterioris required from this room. The minimum clear openabfe area must meetthe following. -- Sec. 1,204.1) The minimum clear heigrht is 24 inches2) The minimum clear widlh is 20 inches3) The minirnum clear area is 5.7 square4) The maximum sill height is 44 inches2) The number of exits is based on Table 33-A3) A mechanical ventilation system may be used
opening's for ventilation. -- Sec, 1205. (c)
4) The requirement for an egress window in theSec. l-2 04 .
feet
(Dwel l ings )in in lieu of exterior
basement is based. on
ROOM DIMENSIONS:
Habitable space shalJ- have a ceiling height of not less than 7 feet 5inches. Kitchens, hal1s, baLhrooms and toilet compartments may have aceiling heiqht of 7 feec measured to the Lowest projeccion. If the ceilingis sloping, then the minimum heiqht is required in only L/2 of the area.
- - Sec. 12 07 . (a)
Every dwelling unit shall have at least one room which has not less than 120square feeC of ffoor area. Other habitable rooms except kitchens shall havean area of not less than 70 square feeb. -- Sec. 1207. (b)
Habitable rooms other than a kitchen shall not be less than 7 f eer- in anwdimension. - - Sec. L207. (c\
GIJAZ ING REQUI REMENTS :AIl glazing in hazardous locations is required to be of safetyqrlazinq' materiaL. -- Sec. 5406. (d)
1) Glazing' in ingress and egress doors2l Glazl.ng in fixed and slid.ing panelspanels in swinging doors other than3) Glazing in storm doors.
except j alousies.
of s1j-ding door assemblies and
wardrobe doors.
{P *""""o'*u*
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
Department of Community Development
4) Glazinq in alL unframed swinging doors.
5) Glazinq in doors and enclosures for hot tubs. whirlpools, saunas, steam
rooms. bathtubs and showers. clazing in any portion of a building wall
enclosinq these compartments where the bottom exposed edge of Lheglazlng is less than 50 inches above a standing surface and draj-n inLeb.
5) Glazing in fixed or operable panels adjacent to a door where the nearest
exposed edge of lhe glazxing is within a 24-inch arc of either vertical
edge of the door in a closed position and where the bottom exposed edgeof the glazing is less than 50 inches above the walking surface.?\ ^1 --: 'ndividual fixed or operable panel, other than those/ I \rrclzJ-rrg Ilt alt _L
locations described in items 5 and 5 above, than meets all of Lhe
following conditions:
A. Exposed area of an individual pane greater than 9 square feet.
B. Exposed botton edge less than 18 inches above the floor.C. Exposed top edge greater than 35 inches above the f1oor.
D. One or more walking surfaces within 36 inches horizontally of theplane of the glaz ing.8) clazing in railings regardless of heiqht above a walking surface.
Included are structural baluster panels and nonstructural in-fi11
panel s .
See exceptions.
SMOKE DETECTOR REQUIREMENTS :A smoke detector is required on the ceiling or wall at a poinL centrallylocated in the corridor or area giving access to each sleeping area.-- Sec. 1210.(a) 4.
A smoke detector is required on the ceiling or wal1 in each sleepingarea. -- Sec. 12L0. (a) 4.
A smoke d.etector is required in the basement. -- sec. 1210. (a) 4.A smoke d.etector is required on aII sLories. -- Sec. 1210. (a) 4.If the upper level contains sleeping room(s) , a smoke detector is requiredin bhe ceiling of t.he upper level close to Lhe stairway.-- Sec. 1210. (a) 4
Smoke detectors are required to be wired to the building's power source andshall be equipped with a battery backup. -- Sec. 1210, (a) 3.Detectors shall sound an alarm audible in all sleeping area of the dwelLingin which they are located. -- sec. 1210. (a) 4.
FIREPIJACE REQUIREMENTS :
FACTORY BUILT FIREPI,ACE :1) Unit must be an approved unit. -- Sec. 3705. (a)
2) Clearances and hearth size must be per manufactures approval .-- Sec. 3705. (a) & (b)
3) Chimney height rnust be per manufacturer,s approval and Table 37-B
OCCUPANCY SEPARATION r
Between the garage and the residence, materials approved for l_hr fireconstruction are required on the garage side only and any doors betweenthe garage and the residence are to be a self-closing 13/8 inch solid.core door or a 20 minute fire door. -- Table 5-B & Sec. 503. (d) exc. #3
{S ^rn"r"o ru"*
75 South Frontage Road
Vail, Colorado 81657
970-479-2 I 3 8/479-2 I 39
FAX 970-479-2452
Ratio
I/I5O
L/300
Miminum sq. f t. of vent
.rl . O+
2 .32
Department of Community Developnent
STAIR REQUIREMENTS I
A sEairway in a dwelling must be at least 35 inches wide. -- Sec. 3305. (b)
The maximum rise of a step is 8 inches and the minimum run is 9 inches.
-- Sec. 3305. (c) exc. #1
Provide a handrail on one side a sEairway 34 to 38 inches above Lhe noslng if
there is 4 or more risers. -- Sec. 3306. (i)
Provide a gruard. rail where drop off is greater than 30 inches. Minimum height
= 36 inches, maximum openi-ng size = 4 inches. -- sec. 171'2. (al exc. #1
The minimum head.room is 5 ft.- 8 inches. -- sec. 3306. (o)
EncIosed. usable space under the stairs is required to be protected as required
for l-hr fire-resistive construcEion. -- Sec. 3305. (I)
SHAFT ENCLOSURES:
1) Chubes and d.urnbwaiter shafts with a cross-sectional area of not more than
9 square feet may Lined on the inside with not less than 26 gage
qalvanized sheet metal with alI joints 1ock1apped.. The outside must be
I hr construction. AII openings into any such enclosure shalI be protected
by not Iess than a self-closing solid wood door 1 3,/8 inches Ehick or
equivalent. -- Sec. 1705. (f)
2) Gas vents and noncombustible pipinq installed in walIs passing through
3 floors or less do not need to be in t hour shafts.-- Sec . 1705. (c)
3) shafts for gas vents. factory-built chimneys, pipinq. or ducts bhaE do
not extend through not more than 2 floors need not be in L hour shafts.-- Sec. 1706. (c)
4) All other shafts are required to be enclosed. in a t hour assembly.-- Sec. 1705. (a)
ATTIC REQUIREMENTS:
l) Provide an access to all attic areas with a clear heigrht of 30 inches
or more. The minimurn size is 22 inches by 30 inches. There must be 30
inches or more clear height above the access. -- Sec. 3205. (a)
2) Provide ventilation in all attic areas. The net free vent area isto be not less than L square foot for each 150 square feet of attic area.
The vent area nay be 1/300 if at Least 50t of the required ventilating
area is provided by ventilators located in the upper portion of theattic. The upper venlilators rnust be at least 3 feet above the eve orcornice vents. -- Sec. 3205. (c)
For a 595.0 sq.ft. attic area:
ADDITIONAIJ REQUIREMENTS :
For R3 occupancy
This proj ect will require a site improvernent survey. Such surveyshall be submitted. and. approved prior to request for frame
inspection.
AII crawl spaces within the Town Of Vail are limited Eo a earbh tostructural floor ceiling height of 5', be earth floor only, be
ventilated as per UBC 2515(C)5 i,rith minimum access as per UBC
{p *ot"uo r*"*
TOWN OFVAIL
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
2516(c)2 and maximum access of 9 sq. ft.
Department of Community Development
shall require an
soil retainage
on grade sha11 not be permitted withoub prior
be posted plainly visible and legible from the
For Ml occupancy
Slope garage floor to allow for drainaqe to outside to provide a
€Loor d.rain with sand and oil interceptor to dry well or to sera'er.
Any garage floor drain connected t.o sewer rnust be approved by Upper
Eaqle va11ey water & sanitation District.
In garag'es with tiving' area above, the walls of the garage wiich are
bearing the area above shall be protected wiEh one hour fire
resistive construction. UBC 503 (B) .
Any building site with
engineer design. Such
and structural des i-qn.
Excavation below slabs
approval ,
Address nunbers shalI
street.
a slope of 30 degrees or more
design shal1 address d.rainaqe,
{g *or"uo r*"*
HSYgl:*"UMBERco. o
Montrose , Co 81402
Phone: l-97f1249-0801 Fax: 97U249-O755
SoldTo:
-EDWARDS BUILDING CENTER
ts%-a2ll
Deliverv List
Job No:
Page: I
Date: ll-22-1996
Projeot lD: 1399-a2
Projecl VAIL COMMONS Block No:
Modsl: A-2 Lot No:
Contact:Site: I Office:Deliver To:
JH,?r*'"'""T0+ .lq(3
Account Nol
Designer: Rick
Salesman: RF
LOADING 8O-IO-10
PO# ?7413
Name:
Phone:
Tentative Deliverv Date:
Profile:Qty:Truss Id:Span:Truss Tlpe:Slope:LOH *ot,{)lH{tl;Flri';':
/.<GIO5 5-1-8
2X6i2X4
ROOF TRUSS 4.24
0.00
2-9-t5 0-0-0
rqltrit
t tFl -'
t0di,, lril .-. 3 1gg
r..;' r, '
| |.:r "-'
4 3 cJ09
72 lbs
9-9-6
2X6t2X6
ROOF TRUSS
2 Rows Lat Brace
4-21 2 -9 - 15
0.00
o-o-o \l
I i,V"e(tl{iiii,IL
.,i-lr'fi iPi'' l
i'A- '
,-^\I GEOI tl -5-7
2]<62]{l
ROOF TRUSS 6.00
000
2-0-0 2-0-0
,.^\1 GE02 1l -7-15
2X6l2X4
ROOF TRUSS 6.00
000
0-0-0 2-0-0
N\I GE03
75 lbs. each
-5-0
2X6/2X4
ROOF TRUSS 6.00
0.00
2-0-0 2-0-0
,(l) 2-PlyH01 32-0-0
256lbs. each 2X6/2X8
ROOF TRUSS 6.00
000
2-0-0 0-0-0
)0 ) 2-Ply
H02
248 lbs €ach
36-0-0
2X612X6
ROOF TRUSS 6.00
0.00
2-0-0 2-0-0
I H03
265 lbs. each
36-0-0
2X6t2X6
ROOF TRUSS
4 Rows I-at Brace
6.00
000
2-0-0 0-0-0
,ffi[N-I H04
290lbs. each
36-0-0
2X6l2X6
ROOF TRUSS
3 Rows Lat Brace
6.00
000
2-0-0 0-0-0
I H05
186 lbs. each
36-0-0
2X6iL\6
ROOF TRUSS
7 Rows Lat Brace
6.00
000
0-0-0 2-0-0
-^ZN _
2
(1) 2-Ply
H06
247 lbs. each
32-0-0
2X6/2X8
ROOF TRUSS 6.00
0.00
0-0-0 0-0-0
,-ffi_I H0? 32-0-0
229lbs each 2X6/2X6
ROOIT TRUSS
2 Rows Lat Brace
6.00
0.00
0-0-0 0-0-0
1 H08 32-0-0
2X6i2X6
ROOF TRUSS
2 Rows Lat Brace
6.00
000
0-0-0 0-0-0
I H09 32-0-0
2X6/2X6
ROOF TRUSS
3 Rori's Lat Brace
6.00
000
0-0-0 2-0-D
1 Hr0
233 lbs. each
32-0-0 RooF TRUss
2X6/2X6 5 Roils Lat Brace
6.00
000
0-0-0 2-0-0
I J01
9 lbs. each
I - 11 - tl
7jt6i2X1
ROOF TRUSS 6.02
000
0-0-0 0-0.0
9 JOIA
13lbs. erch
I - 11- ll
2X6i2X4
ROOF TRUSS 6.02
0.00
:-0-0 0-0-0
z I J03
16 lbs. each
3- 11 -11
2X6/2X4
ROOF TRUSS 6.00
000
c0-0-12
0-0-0
c0-0-0
0-0-0
5 JO3A
21 lbs eacn
3 -11 -lt
2){612]/'}
ROOF TRUSS 6.00
000
2-0-0 0-0-0
z.I J05 5 - 1l - 1r ROOF TRUSS
c0-0-12
6.00 0-0-0
c0-0-0
0-0-0
il3Y:1?il"UMBERCO. O
Montrose. Co 81402
Phone: 1-970-249-0801 Fax: 970-249-0755
Sold To: I
EDWARDS BUILDING CENTER
Delivery List
Job No:
Pager 2
Dater 1l:22-1996
Project ID: 1399-a2
Project: VAIL COMMONS Block Nor
Model: A.2 I.ot No:
Conlact:site: I office:Deliver To:
VAIL CON4MONS BLDC A-2
VAIL, CO
Accormt No:
Designer: Riok
Salesman: RF
LOADING 8O.IO.IO
PO # 17413
Name:
Phone:
Tent tive Deliverv Date:
Profile:Qty:Truss Id:Span:Truss Tlpe:Slope:LOH ROH Load By:
!JO5A
30lbs. each
5-11 -11
2X6i2X4
ROOF TRUSS 6.00
0.00
2-0-0 0-0-0
z 4 J06
27 lbs. each
6- 11 -0
2X6i2X1
ROOF TRUSS 6.00
0.00
0-0-0 0-0-0
l6 JO6A
36 lbs. each
6-11-0
2X6i2X1
ROOF TRUSS 6.00
0.00
2-0-0 0-0-0
A ',
(l) 2-Ply
T0l
79 lbs. each
1l - 5 - 8
2){6/2X8
ROOF TRUSS 6.00
000
0-0-0 0-0-0e=I T02
259lbs each
36-0-0
2X6/2X6
ROOF TRUSS
4 Rows Lal Brace
6.00
0.00
0-0-0 2-0-0e-I T03
268 lbs. each
36-0-0
2X6i2X6
ROOF TRUSS
6 Rows La! Brace
6.00
0.00
0-0-0 2-0-0e\I T0{36-0-0
2X6i2X6
ROOF TRUSS
6 Rows Lat Brace
6.00
0.00
0-0-0 2-0-0
4 J
( I ) 3-PIy
T05
E7lbs. each
ll - 8 - 0
2X6i2X8
ROOF TRUSS 6.00
0.00
0-0-0 2-0-0
',,Z_N
3
(l) 3-Ply
T06
ll0lbs each
15-6-0
2X6i2X8
ROOF TRUSS 6.00
0.00
0-0-0 0-0-0
5 TO7
2l lbs e3ch
3-?-8
2]{6t2){4
ROOF TRUSS 6.00
000
2-0-0 0-0-0
J T08
230lbs each
32-0-0
2X6t2X6
lvloD. QLjEEN
3 Rows Lat Brace
6.00
0.00
0-0-0 2-0-0
A 3
(l) 3-PIy
T09
93 lbs each
11 - 5 - 0
2X6i2X8
ROOF TRUSS 6.00
0.00
0-0-0 0-0-0
A 3 Tt0 6-10-15
2X6t2X1
ROOF TRUSS 6.00
000
0-0-0 0-0-0
Above lisled ilems have beur received in good condition, (exceptions listed
to righl).
Received by:
Date:
Thank You for your Business.
DANGER: A DANGER designates a condition
wherc failure to follow instructions or heed rvam-
ing will most likely result in serious pesonal
injury or death or damage to structures.
This safety alert symbol is used to attract your
attentiont PERSONAL SAFETY lS INVOLVEDI l,Yhen
you see this symbol - BECOME ALERT - HEED IfS
MESSAGE.
GAUTION: A CAUTION identifies safe openting
practices or indicates unsafe conditions that could
result in Dersonal iniury or damaqe to structurcs.
HIB-91 Summary Sheet
COMMENTARY and RECOMMENDATIONS for
HANDLING, INSTALLING & BRACING METAL
PLATE CONNECTED WOOD TRUSSES O
Ittsthe tesponsibil
erector or erection contractoi to propelv receive. unload. store. handle. installand
brace metal plate connected wood trusses to protect life and propedy. The installer
must exercise lhe same high degree of safety awareness as with any otherstructural
material. TPI does not intend these recommendations to be inlerpreted as superior
to the project Architect's or Engineer's design specification for handling, installing
and bracing wood trusses for a particular rooforfloor. These recommendations are
based uoon the collective exDerience of leadinq technical oersonnel in the wood
CAUTION: The builder, building contractor, licensed
contractor, erector or ercction contractor is advised
to obtain and read the entire booklet "Commentary
and Recommendations for Handling, Installing &
Bracing Metal Plate Connected Wood Trusses, HIB-
91" from the Truss Plate lnstitute.
aA
wherc failure to follow instructions could result in
severe pensonal injury or damage to structurcs.
TRUSS PLATE INSTITUTE
583 D'Onofrio Dr., Suite 200
Madison. Wisconsin 5371 I
(608) 833-5900
truss industry, but must, due to the nature of responsibilities involved, be
presented as a guide for the use of a qualified building designer or installer. Thus,
the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages
arising from the use, application or reliance on the reoommendations and
information contained herein by building designers, installers, and otheB. Copyright
O by Truss Plate lnstitute, lnc. All rights reserved. This document or any part
thereof must not be reproduced in any form without written permission of the
oublisher. Printed in the United States of America.
CAUTION : All temporary bracing should be no less
than 2x4 grade marked lumber. All connections
should be made with minimum of 2-16d nails. All
trusses assumed 2' on+enter or less. All multi-ply
trusses should be connected together in accor-
dance with design drawings prior to installation.
GJ
\
GAUTION: Trusses stored horizontally should be
supported on blocking to prevent excessive lateral
bending and lessen moisture gain.
WARNING: Do not break banding until installation
begins. Care should be exercised in banding re-
moval to avoid shiftinq of individual trusses.
WARNING: Do not lift bundled trusses by the
bands. Do not use damaged trusses.
TRUSS STORAGE
CAUTION: Trusses should not be
unloaded on rough terrain or un-
even surfaces which could cause
to the truss.
CAUTION: Trusses stored vertically should be
braced to prevent toppling or tipping.
DANGER: Do not storc bundles upright unless
properly braced, Do not breakbands untilbundlee
arc olaced in a stable horizontal
DANGER: Walking on trusses which are lying flat
is extremely dangerous and should be strictly
Frame 1
TOP CHORD
DIAGONAL BRACE
SPAcING (DBg)
[# tru sses]
TOP CHORD
LATERAL BRACE
SPAcING(LB5)
MINIMUM
PITCH
Over 24 - 42'
Over 42 - 54'
Sce a rearslercd protessiorcl enqineel
o,,
DF - Douglas Fir-Larch
HF - Hem-Fir
'. a,
,<d
,s/
All lateral braces
lapped at least 2
trusses,
Ccntin uous Top Chord
Latcra Brace
Required .fi'.
10 or Greater
l.:'l
Attachrnent
Bequired I ,
Diagonal brace
also required on
end verticals.
Top clrar.js thal irc i€lar r lly b, accd can buct le
iogcll,er.nd caur;..oihfse illhere is no d aqo-
nal br Jciis. Dirgonal ll,Jcihg should ben.ilcd
lo l.-.j',d Ih'r r.f rd*rrenp- li r3
aie nlt;rchcrl lo thc lops de ol lhe lop chord.
!
i 2c. -- :a /t".
MONO TRUSS
A yi:[
] :;::li fi ,:11"iru.1ffi:1"ffT$:Ti';t;o:ru y'"" "
n' " A
I NSTALLATION TOLERANCES
PLUMB
Truss
Oepih
D(in)
Maximum
Misplacement
Lesser ot
Ol5o ot 2"
Plumb
Ltne
IIT
I
!1/i'
OUT.OF.PLUMB INSTALLATION TOLERANCES.
WAHNING: Do not cut trusses.
OUT.OF-PLANE INSTALLATION TOLERANCES.
DANGER: Under no chcumstances should
construclion loads of any descrlptlon be placed
on unbraced trusses.
BOW
L(in) Li 200 L(ft)
50"
100'
1 50"
Jt4"4.2'
8.3'
3
1'
l-
lD(in)
_12
24f"i-
48'
f
- uo'f1z-
B4'f s6-
-toq-
1 -!/4"
1-1t2"
'I,3,4',
2'
L(in) U20o L(ft)
200'I 16.7'
250"20.8',
300"25.O'
Frame 6
12.5',
TOP CHORD
LATERAL BRAC
SPACtNG(LBs)
TOP CHORD
DIAGONAL BRACE
SPACTNG (DBs)
SP/DF SPF/HF
2x4l2x6 PARALLEL
CHOFD TRUSS
Continuous
Top Chord
Lateral Brace
Feq u ired
10" or Greater
-_f
Attachment i
Fleq u ire d
Top chord.lh€t are lale16lly broced can buckle
togelherandcru!ccollap* ilthere isno diaqo
nal bracing- Diagonalbracing should b€ nailed
to lhe undc.side olthe lop chord when pu.lin6
are rHached lo lhe topaide of the top chord-
DF - Douglas Fir-Larch
HF - Hem-Fir
SP - Southern Pine
SPF - Spruce-Pine-Fir #;
,1
''
The end
diagonal brace
tor canlilevered
lrusses must be
placed on verlical
webs in line wilh
the supporl.
End diagonals are essenlial fot
slabilily and must b€ duplicated on
bolh ends of lhe lruss system.-.- L/',/---'----- | ,/'-----l_:'
R". { ao'or
,l greater
t'' l- -;-'
:: )'
I
Ayi:[']n:::lfi,r1l"i:x"'ffi""1"ff Tl"":'iJ';ff :il!1*"ur.nI
4x2 PARALLEL CHORD TRUSS:TOP CHOBD
Top chord! thal are lalerally braced qn buclle
logetherand cau6e collapse illhere irno diagc
nal bracing. Diagonal bracing rhould b€ nailed
lo l\e uiderBide of lh. top chord when purl,nB
are atlached lo lhe toDside ot th€ loo chord.
All later.l
braces lapped --
al lea6l lwo
kusSes.
End diagonals are esseniial tor
slabilily and must b€ duplicated on
bolh ends ol lhe lruss syslem.
Contin uous
Top Chord
Lateral Brace
Required i
10' or Greaie I
Attachr.ent
Bequired i ,
16
_--'v0 ..1.- ]-
l-.jr...1
31/2"
L,]
Trusses musl have lum-
ber oriented in the hori-
zontal direction to use
lhis brace spacing.
ri
Frame 5
WARNING: Do nol attach cables, chains, or
hooks to the web members.
i,
: 60" -
" or less"i
N:i. : T' I-ll - l r I I L It-
Taq // Approximalely
tii" / Y' lruss lenglh
,)' 60' i.or l9ss'
. <..
-- -.' :.--. --t_r\
APProximatelY\ Tag
% l]uss length \ Llne
Toe In
.-.1
\\
:\
Tag
Line
Toe In
MECHANICAL
INSTALLATION
Truss spans less lhan 30',
Spreader Bar
Toe In
-i':1,
Approximalely
Y, to ll lruss lenglh
Less than or equal lo 60'
Spreader Bar ,
Toefn - -. -,., ,;..--
._=,
" eppt"ti-.ttiy '-l
Less than or equal lo 60'
Slrongback/
SpreaderBar
. Approximalely
,r lo 'A truss lenglh
Grealer than 60'
Tag
Line
Al or above
mid-height
Tag
Line
Slrongback,/
SpreaderBar
Lifting devices should be connec'led to
lhe truss lop chord with a closed{oop
atlachmen'l utilizing malerials such as
slings, chains, cables, nylon strapping,
elc. of sufficient strenglh to carry the
weig hl of the truss. Each tru6s should be
sel in proper posilion per the building
designer's lraming plan and held wilh
lhe lifling device until lhe ends of the
truss are securely taslened and lempo-
rarv bracinq is installed.
CAUTION: Temporary bracing shown In this summary sheet ls adequate for the Installatlon of
lrusses with similar configurations. Consull a reglstered professlonal englneer lf a dlflerent
braclng arrangement is deslred. The englneer may deslgn bracing in accordance wlth TPI's
Recommended Design Specification for Temporary Brccing ot Metal Plate Connected Wood
Irusses, DSA-89, and in some cases determlne that a wlder spaclng ls posslble.
A
GROUND BRACING:BUILDING INTERIOR GROUND BRACING: BUILDING EXTERIOR
GaO Top Chord
Lar.
Ground b.acc
!..i cal (GBv) r^-. rr. ,,1 GBv
dirgonsl! (cBD)
Ground br!cc
vG.tic.l (cBV)
End w.ll Side
Plan
t.-. ,irtli , tlErel.ns __li I IJl l,l,lI i'
Verlical6 (GBv)
1st tru$ ol br.ccd
group oa hu$a6
End br.@ (Ea)
l.lcral(LBcl diagonals (GBD)
Noic: 2nd lloo..ydem lhall hlve
adequ.lc c.p€city io 3upport ground
2nd ttoor
D.iven
CAUTION: Ground bracing requlred for all installations.
Frame 2
o
SPAN
M IN IMUM
PITCH
TOP CHOFD
LATERAL BRACE
SPAcING(LBg)
TOP CHORD
DIAGONAL BFACE
sPAclNG (oBs)
[# lrussesl
SP/DF SPF/HF
UD lo 32'4 /12 I'20 .t5
Over 32' - 48'4112 6',10
Over 48' - 60'4/12 f,6
Over 60'See a regislered protessional engineer
d _,,,"\..
.s)4 or grealer-td ...r.
i rvo)
DF - Douolas Fir-Latch
HF - Hem:Fir
', All lateral braces
.\ lapped at least 2
'lrusses.
Attachment ,i f 1
Req uired
SP - Southern Pine
SPF - Spruce-Pine-Fir
PITCHED TRUSS
Too chordB lhal sre lalerallv bracod can buckle
logelherand causecollap3e illhere isno diagG
ndl b.acing- oiagonal bracing rhould be nailed
to th. unde.side of the toD chord when Durlin!
a'e .ttachcd lo lhe lopside ol th. lop cho.d.
'\
Ay"T[]i:nffi i:ll.l:;il'ff 1"ff T$:'#f ff.:il:l*"uhrnA
S PAN
MINIMUM
PITCH
DIFFERENCE
TOP CHOFD
LATERAL BRACE
SPACING(LBS)
TOP CHORO
DIAGONAL BRACE
SPACING (DBs)
[# lrusses]
SPiDF 5Pr/nl-
Uo to 28'2.5 7'17 12
Over 28' - 42'3.0 6'9
Over 42' - 60'3.0 5'
Over 60'See a registefed professional engineer
OF - Douolas Fir-Larch
HF - Hem'-Fir
12
SP - Southern Pine
sPF - Spruce-Pine-Fir
/.(6
/
Top chorda ihal are lalcrally br.ced can b!crle
toqctherand cause collapse ifthc,e lsno dingo-
nal bracing. Diagonalbracing should bc nrrled
tothc lt)ders de of thc top chord whcn p!rIns
are attachcd lo the lopsidc ol lhc top cho,d.
a'1t'
All lateral braces
lapped at least 2 i
trusses.
I
SCISSORS TRUSS
ConlinLro!s Top Chord
Latera Brace
n.qutrco ,\:\17,.\
10' cr Greater t....i
Atiachm.nt
AeqLrircd 1.. ]
Frame 3
MINIMUM
PITCH
BOTTOM CHORO
LATERAL BRACE
SPAcING(LBs)
BOTTOM CHORO
DIAGONAL BRACE
SPACING (DB5)
[# lrusses]
See a reoislered orotessional
DF - Douolas Fir-Larch
HF - Hem--Fir
All lateral braces
Iapped at least 2
trusses.
'^ !)^'/o^ " j'n
ulr
\ i!/
1ati'
'
Bottom chord diagonal bracing repeated
at each end of the building and at same
spacing as top chord diagonal bracing.
-
BOTTOM CHORD PLANE
A WARNING: Failure to tollow these recommendations could result in A
A severe personal injury or damage to trusses or builclings. A
Cross bracing repeated
at each end of the
building and at 20'
Intervals.
o':'o
{'
... =4so --.'- .,'
Perma nenl
continuous
laleral bracing
as specif ied by the
truss engineering.
WEB MEMBER PLANE
Frame 4
1
ob
399-42
Izss
cJ05
TrussType J
ROOF TRUSS
AU
2
Plv t
EDWARDS BUILDING CENIER VNL COMMON A U458914
19gS MtTek lndusties, lnc. Mon Nov ll oa:4z:oo 1996 Page 1
I -r-sts | ,+1, ,fof ti
2-915 25-12 018 2-j4
, 2+12 2y'q4 t1-8
|2-d12 G18 2-!.4
s
(r)
OI
4.24w
.OADlrtG (ps''cLL 80.0'cDL 10.0,cLL 0.0,cDL 10.0
SPACIIVO 2-C0
Ptateslncr€ese 1.00
Lumberlncraase 1.00
Rep Stress ,ncr iVOCode UBG94
cs,TC 0.13ac 0.19
wB 0.27
(Maux)
DEFL (n) (loc) Ydefl
Vert(LL) 0.01 A5 999
VeftOL) 0.01 6/5 999
Hoa(TL) 0.@ 5 rr/a
MinLength/lldell=240
PLATES GRIP
M20(209a) 127n3
WeWt:34(lbs)
.UMBER
IOP CHORD
IOT CHORD
,IEBS
?EACTTOTVS
=oRcEs
IOP CHORD
)OT CHORD
T,IEBS
vorEs
t) This truss tas bo en checked for unbalenced loadng conditions about ioint 4.
i2 rra Auss las Oa en desigted tor the wind loads gciented by EO.O m.p.h. winds at 25.0 feet abow ground level, using
5.0 p.s.t top chod dead toad and 5.0 p.s.t bottom chord dead bad, fn.o mtres trcm hunicana oceanfrne, on a
catigory | 6nc.losed buildng, of dimensions 45.0 by 24.0 with sxposurc C (ASCE 7-93). Lumbar lncrease = 1.33,
Ptate lncrcase = 1.33. Both end veflicals ara exPosed.
t) STMPSON H2.5 connoctots recom'rr/nded to connect truss to baaing walls due to uptrtt as follows: One connector et
joinKs) 1, 4, 5.
LOAD CASE(S,,
t) Lumber lncrcasa=1.0o, Hate tndease=1.oo
Unilom Loads 4bs pr fi)
Veft:1-2:1 80.0, 2-3--I 80.0, &4--1 80.0, 16--20.0, 67=-20.0, 1'7='20.0
Concontatod Loads (lbs)
Veft : 1 :509.1, 3:1 36.4, 6=-1 6.0
2X6 SPF-S 16fiF 1.58
2 X 4 SPF-S 1650F 1.5E
2X4SPF-SSlud
(lbs/slze) 1=104!&7-12, 5=32U0-98, 4=22ilUr8
Max Horz 1:1800oad case 5)
Max U$tt 1--1700oad case 2), 5=28(load case 2), 4='35(load cese 2)
1 -2=738, 2-3=-1 03, S4=1 2
&6=67 4, 6.7=67 4, I -7=67 4
2-7=46, 2-5=733
BRACING
TOP oHORD Sheathed or 6O0 on center puftn spacing-
BOT CHORD 1-7:6-90, 6.7:6?0, $6.'6'30.
ffiq-t5?d
FEcr
A, Wl,nNWC - Wifi derisn parametefi and READ NOTES ON THISAND REWRSE SIDE BEFOM USE.
D€sign vahd lor uso only iith ilffek-connectors. This (bsign is based only upon paramglers shown, and is lor an individual ./
buildrng component to be instElled and loaded vert'cally. Applicability ol design paramelers and pr@er incorpomton ol _ _--'{-
#trtili'trjii+i$H1hh*"T{rfft.iffild;'ft* ffiEriif*" iltl
Sp€clflcatlon, and HIB{I Handling InrLlllng.nd Bradng R.co.rmendlllor availabl€ lrom Tru!! Platg lnldtut!, 58it D' IlTrk lndurlrlcr, Inc.
Onoldo mv€, [!dlson, Wl 53719
gj;;'ffic
t
P(/'l-<
639050z->q,2I
o
P
2
=oz
*
s996
o d 6E
xd6u-
=o5(D,^ o !+9X =.o JxJo;u5.n=e.q;1-; =\= .;: )-
2P19.5d3o-.<- '
*a3Aj dP;'AF: rtrYO+ ; --N9ob :%s
il$* d;i
e.d' 6 a:*i eH9-;o P !i
=' o*oo
o
=dla6g
3gGD
r3;ogoii
F3rg
=98ao=ld1
oto+
-5lx:5H
;=qdd-6E =na\4q+-o
;E-1
=o X:-6:o dQ-r'^o6Ed=
i:e d
XBA
=-t +oo.-
tnF
E-
ozo
io
oo
.'r- O
O=
=l
oo
o
o
3zo
trJo.a_ ='fo
9(D
-orAn
a9
!o
6b'
=-'9-a
8o*
c
rlr
UItIt i
t2.l=,\.rt\a
!! t\ ;I A\- A.?vial/a
B5 ;
n!l.:P-
n|I5fi
z
C
3uo
=.f(o
<t,
v,
o
3
2 Fi!*
iiiils i*!: i 15d 3 iEi =;F
b3Z.n-t
N
c=So =F,8QX E6< !_1 " +>OI-I
{o!o,
JCJ
D
@
@
={o3
D
o
<-
(-
dt
@cD-=@> ..\.r !l () qHXY @.bEd-(,\lZ8e Bsol:-t(t --, A :-8;S o_"t!P9 li
9I
2
TOP CHORO
TOP CHORO
i iH€Fi ii aiF
sFiEE En$ if $gs 3E* $s+i3
Fir
,i
lEg }l fl+ afl €+ ig q;B :.qE eF
-cs
iH iei $;s *i
*
tE
iE
aa
iE,gEgg igFi $ii
*ig
5iii il E$gE
EF g
'E aF + a' fi.-r= 3f €g et+ aa qa-]$ ?a r ri; o zE E:-,*3gt$fla es-a=aseyq
€Fqd.-i+ct1
cb
399-42
Iruss
Gr09
TrussType It
ROOF TRUSS
ay
3
Ply
I
\-.!,
EDWARDS BUILDING CENTER VAIL COMMON A U458915
J.J(ru a 5ep r.u 'tYY9 Mt t ex /nsus{/res, tnv. Ntstt ,v\tv
| -2-915 I 2-104 tT *3 lAA4l &&2 | e96
|
2-9-15 2-101 G+i4 2-tl GlGt l-11-14 l-14
x4 tl
sfor fruss Montlso
T
I
ol5lr-l
-l
l(\tdI
ct
4.24re.
3x4
23
Eva Z
12
a4
?.1rr4 aa, s8-3 .644, 8.&2 , 9$6 ,
2-104 G+',t4 2-r1 G1Gl 111-i4 1-3-4
13 8
5x8 =
,lete OIE'cs (X,V: [1 :6b0,eo-0], [8:0-CO,a2-0]
.oADlNc (tLs|tcLL 80.0rcoL 10.0SCLL 0.0tcDL 10.0
SPAC"VG 2.GO
Pletes lncrcese 1.00
Lumberlncrease 1.0o
Repsfressrnct ArOCode UBc-94
cs,TC 0.39BC 0.60wB 0.93
(Matix)
DEFL 0n) (loc)
Veft(LL) 0.07 1411
Vaft(TL) 0.09 1411
Horz(TL) 0.02 8
Min Length / LL defl = 240
Yd6l,
999
999
nla
PLATES
M20(209a)
Weight: 72 /Jbs)
GRIP
12783
BRACJNG
TOP cHoRD Sheethed ot +1-8 on cenl
exceil end vatticab.
BOT CHORD 1-13:63-0, 11'12:&&0,I
&9i63-0.WEAS 2 Rows at 1f3 PE U8
,.UMBER
toP cHoRD 2 X 6 SPF-S 1650F 1.5E
30T CHORD 2X 6 SPF-S 2100.F 1.8E
^IEBS zX4SPFSstud'ExcePr
1a52x4sPF$No.3
4EACTiONS (tbs/sha) 1=2133/0-7-12, 8=290f,10-*13QnNt: 0-gg)
Max Hon 1=2710oad case 3)
Max Ufrft 1:297(load case 2), 8--3360oad case 3)
FORCES
fOP CHORD 1-2=-3!t43, 2-3--3193, 94=2443, 45:2237, u6--1 1 8, *7=1 38, 7-8=501
9OT CHORO &9=2285, 9-10=2285, 1A1F30E1, 11-12=3081, 12'13=3081, 1'13=3081
WEBS +12=65,3-10=847,+10=1t156,&8=-2920
f,oIES
t, n is trrss ,as b aen designed for the wind toads genented by 80.0 m.p.h. winds at 25.0 leet ebove gmund tevel, using
5.0 p.s.L top chord daadhad end 5.O p.s.f bottom chord d6ad bad, 100.0 t rfles frcm hunicane oceanline, on a
catigory t 6ndosed butdng, ol{menlsions 45.0 by 24.0 with exposutp C (ASCE 7-93). Lumber tncnasa = 1.33,
Ptate lncnasa = 1.33. Both end veficals arc QxPosed.
2) S,MpSON H2,5 connectos rccr,m|'/tended to connect ttuss to beaing wels due to uNfr as tofiows: One connector at
tdnt(s) 1, 8.
3) Requlred beaing slza attoint(s) I geatar than input beaing strze.
LOAD CASE(5,,
1) Lumbar lncnasa=1.00, Platd lncraas6=1 .0o
Conqnued on page 2
Er pufin spacing,
'10:690, 1 2-1963-0, I 01 I :a70,
N Ilarsi
6'i:.s rd
U5E.A, WARNING - U.rifi d.tiFn pararnetcrs and RL,AD NOI ES ON IHIS AND REVERS.E SIDE AL,IORE
Design valid tor use only wilh ltlllgk connectors. Thig d€sign is bas€d only upon paranr€tsrs shown, end is lor an individual
building compon€nt to b€ install€d and load€d vedically. Applicability ol desigh paramele|s and prop€r incoForatbn Ol
componenl is responsibility of building design€r - not truss d€signer. Bracinq shown is for laterEl suppod ol individual web
members only. Mditional tempor"ary baadng lo insu.e slabilily during c(nslruction is ths responslbility of the erector Additional
pemanent bracing ol th6 ovgrall structure is tho rosponsibility of t|e buildlng d6sign€r. For g€ngral guidancg regarding
fabdcation, quality control, sto6ge, dsliv6ry, er€ction, ard bracing, consuh QtlT{8 Oualliy Shd.rd, OSA-89 Brrclng
r{u
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5';d-r',ilue)
sF€cmcatbn,andtE.slH.ndllngInalallingandE.aclngRacommendallonavailablolromTlustPlltaIndltuta,58ilD'xllaI|noualll.3,|n9.
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lg$gtggf eg- = 6 s F :'' e s' F s"'') -
Hi F
F i$
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EDWARDS BIJ,LDING CENTER VAIL COMMON A U458915
Truss Type
ROOF IRUSS
e Sep lnc.
cIsE(s,
Unifom Loads (lbs Par ft)
Veft:!-2--180.0, 2-3:1EO.O, ?4--1W.0, +5--180.0, ,6=-180.0,67:180.0, &9--20.0, 9'10:20.0, 1&11--20.0, 11'1?-m.0, 12'13:20'0' 1-13--
Conce ntnted Loads (lbs)
Vert:1:509.1, 2--136.4, 4:323.9, 6:503.9, 9--968.0 1 1--748.6, 13='16.0
ftFi,B
A WnntUe - Ve?ify dcsisn paramctets aad READ NO'IES ON THIS AND REWRSE SIDE BEF)RE IJSE.
Oesign valid lor us€ only riith l lr{conn€ctols. Th's d€sign is bas€d only upon parameters shown, and is lor an individual ./
building componont lo b€ inslalled and loaded verlically. Applicability of design parameters and proper incorporation ol _ _--'( _
-"H{fl*-iqfrfr*-*}ff*ilit'*f*j{frffi:i"tri:r: li;:i}}l#j'-" til-
Sp€c lcsdon, and HIB-81 Hrndllng lri.t lling and Bnclng R.comm.ndatlon available from Ttu.. Pht lrutltutq 5,8:t D lllT* lndUdrlO, Inc.
Onofrlo Drive, lladllon, Wl 5.(m9
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EDWARDS BUILDING CENTER VAIL COMMON A U458916
Tluss Type
ROOF IRUSS
, -2{-O t }$8 I S114 | 11-5€ | reeo | 2048 | 2lJ{ I 2&H I 3?+-0 |
24{ }t8 }5€ 't-tr ,l-6-8 +68 4-64 }S8 }SB
z4 fi 5x8 = 3x10 =456
O<8 =$dt
12
3}6 =2x4tl 6)€=
8xg =
18
2x4n
t6
O(12=
t3
O(12 =
15 14
2{4tl
7x14M18 =
, 1S I S11{ | ll-$s | 1eo4 | 2G68 t 211-0 | 2&68 | 32'G0 |
3'8 }'E 4+8 4a8 /t6€ +6-tl 1t8 454
oftsets (x,v: t1:G1-4,0-$Ol, [1:AU2,C2-13!,13:$44,0-2-12], [S:A+0,A2-12], t1O:61-4,G+Ol, [10:o-14,61-1t' [14:&0.0,074]
PI.ATES GR'P
M20(209a) 127n3
M1E(189a) 10u96
Welght: 241 qbs)
DEFL Ad (,oc) Ydelt
Vad(LL) 0.47 15 803
Veft(TL) 0.59 15 643
Horz(TL) 0.16 10 a
Min Langth / LL detl = 2/K)
cs,TC 0.70BC 0.67wB 0.52
SPAC'ffG z.GO
Platesln eese LN
Lumber tnc/eas€ 1.00
Rep Str€ss /ncl AroCode UBC94
Continued on page 2
aER BRAGNG
cHoRD 2X6S?F-5 1650F 1.5E TOP CHORD Sheathed orul-11 on center Pwfrn spacing.GHORD 2 x 6 sPF s ?05o'- t'tE t vr wnw^u ottectttc\t t)' rtra" Jt"'u't'
CHORD 2 X 6 SpF-S 210r/F 1.SE BOT CHOP,D Rlgid ceiling &acv apqed, or 1600A0 on centor bncing.
2 X 4 SPF-S Stud Excep|.
163 2 X 4 SPF-S 165,.F 1.8, 138 2 X 4 SPF-S 16WF 1.5E
IHERS 2X 4HF lw'ExcePt'
wGL2X6SPF-S 1650F 1.5E
Lett:2X+.Right:2X1
(tbs/size) 1=69/t9/A615 (nprt: GtE), 10=6589tF6-g (nput: UUg)
Mex Hotz 1=710oad case 3)
Max Up$tt 1:7050oad case 4), 10:6150oad case 4)
CHORD 1-2=19of/8, 2-3=12609, 94=15018, *5:15018, 56--15018,67:15018, 7'8'-1fi1q &9:12603'
9-10:130p8
T CHORD 1&11=11399, 11-12=11399, 12-13=11255, 1914=16286, 1+15=18286, 1&16=16286, 1617=11255,
I 7- 1 8=1 1 399, 1 - 1 E=l 1 399
2-18=67, 2-17:16a. 3-17=1513, U6=4759, +16:1731, &16:1807, &15=197, 6.13:1607'
7-1 3=-1 731, &13=4759, &1 2=1 513, 9-1 2--1 62, *1 1 =67
2-dy truss to be connects,d together with 10d nails as lonot s: Top chords connected with 1 tow(s) at 3 inches on
c6iter. Bofrom chords connected with 1 toyt(s) at 3 Inches on center. Webs connected wih I rcw at 6 inchas on
centel.
Ttis tnrss ,ras Dee, desigaed for tln wind loeds gflnercted by 80-0 m.p.h. winds at 25.0 teet above ground level, using
5.0 p.s.t top chord dead toad and 5.0 p.s.f bottom chord dead load, 100.0 n les lrcm hunicane ocaanfrne, on e
cat;gory t ;nclosed bufldng, ol dimensbns /t5.0 by 24.0 with exposurc C (ASCE 7-93). Lumber lncrcase = 1.33,
Plate lncraase = 1.33. Both end vetticak ara exrysed.
:,i. .:...oe -i*ui"iiONA\-v)
{a'eBg.$
A U'tWt|lC - Verifi &tim oaramctcn ard READ NOTES ON THIS AND REVERSE SIDE BEFORE LISE.
Desrgn valid for t/s€ only iih Mlti€k'conneclors. ]ftis design is based only upon paranot€.s shov/n, and is lor an individual
building conpon€nt to bo inslalled and loaded vortically. Appllcability ol d€si]n paramelers and prop€r incorporatton ol
componenl is responsibilily of building dosign€r - not truss designer. B€cing shown i6 fof lateral support ol individual web
members only. Additional temporary bracing to insure stability during const^rctirn is the rcsponsibility ol the erector- Addilional
pormanenl bracinO ol tho overall struclure is ll|e rssponsibility ol the building design€r. For g€neral guidanc€ regarding
fabrication, qualily control, storage, d€livery, erection, and braclng, consult OST€8 Ouallty Standard, DSB€g Braclngfabrication, qualily control, storage, d€livery, erection, and braclng, consult OST€8 Ouallty Standard, DSB€g Braclng I'II
Sp.cilicatlon, and HIB-91 Handllng Inrtalling.nd Brrcing Rrcommeodatloo availabla lrom tu33 Pl.ie Inrtltub, 58:' D' lllTfk lrdurlrlcr, lnC,
Onolrio Orlvo, m.dbon, Wl 53719
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EDWARDS BUA'NG CENTER VAIL COMMON A
Truss Type
ROOF TRUSS
€
S|MISON HZ.5 connactors recommandad to connect truss to baating wats due to udilt as fotlows: Two each connecto6 at iaint(s) | ' 10.
Requircd beaing slze at jaint(s) 1, 10 gr.ater than input beaing size.
cAsErs,
Lumber lncrease=1.00, Plate lncrcase=l.@u'*^ i:ifflnfff]r-r-rr'o, x4=-3e0.s, +s=-3e0.e,$6:3e0.e, ,.7=3e0.e, T-8--3e0.e, ss--'ao.o, e-10:1e0.0, 1&11='20.0, 1t-12:20.0,
12-13:43.4, 1?14--43.4, 1415:43.4, 1516=/t3.4 1&17--43.4, 17'18=20.0, 1'18=20.0
Conceniated Lo ads (lbs)
Ve t I : 360.0, 1 2-- 1 30 5.9, 1 7 : 1 30 5.9
f;'R
#@A Ulnl'ltNe - Viifi drsisn paran'"ten and READ NOTES ON THIS AND REWRSE SIDE EEFOM |JSE.
D€sign valid lo. use only ;ilh tallek'connectors. This d€sign is based only upon parametels shown, and is lor an individual
building componenl lo 6e installed and loadod v€rtically. Aiplicabilily ol de-s6n paramoters and proper incoporalion of
-
_--.1
f*#;"ffiTtrni'liY"ili"J'il3jn1i'l:';l"j"Tf;ffi'lTfl;:n'lffii:"Jlf,:"t'$:l'Hiiifif.i:11.lll;.,l!::i,,"*, IIJ -
t"Jlffi[','ff'&'9"*i"J#""Hi:fffi,:"'5',n:H'J',l*,"J,5liilf?,l1sH:;,[ijfl""11^:]S?ftJSillllX ltlll
spocltlcation, .nd HlB4l Hendling In.tllllng and Braclng ReconfiGndction availabl€ trom lruss Plat In6lllul., 403 D lllTck lndutlfloa, Inc.
Onotrlo Driv.. M6dison. Wl 5i1719
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TOP CHORO
9 6 F 6 F = 6 e co : e s' r' !' N :' 8d
i ieE;i $i r*6 ?Ei$E ngs afi gg$i$6 $gi ii EiE
,i
lE$ EI fl
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Iruss
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rrussType tt
ROOF TRUSS
aty
I
PIy
2
\'
EDWARDS BUILDING CENTER VNL COMMON A U458917
5x8 =
2
*4tl
3
5x8 =
46.00F
:l
I
O<8 =
tt
ro
@lo
IT66
1
6xB =
12 11
5xB = 5x8 =*12=il8=9
)zlt 6 t
81
buslon In ss Mortose 3.3W e sep ZU 1993 Mr l eX rn('usmes, trta. tYteIt ,rvY
\ata ottseb (x,Y): [1:0-0-0,0-60], f2:G2-0,G2-121, [4:0-2-12,62-12], [5:0-r8't2'12]' [t"o1-8'0-0-0]
OADING (tLrf'cu 80.0cDL 10.0tcu o.0tcDL 10.0
SPAC/VG 2-0-O
Ptates lncrcdse 1.0o
Lumber Increase 1.U)
Rap S&?ss ,tcl NOCode UBG94
cs,TC 0.81ac 0.67wB 0-99
DEFL (n) qoc) Udef,
Veft(U) 0.62 9 693
Veft(Tl) 0.77 I 5A
Horz(TL) 0.13 7 a
Min Length / U clelt = 2/K)
PLATES GRIP
M20(209a) 12783
Weight: 2.t4 (tbs)
UMBER BRACING
'oP cHoF,D 2 X 6 sPF-s 1650F 1.5E ToP cHoRo sheethad or
'9'4
on center puflih
toT cHoRD 2 x 6 sPF s 21ooF 1'8E BOT cHoRo REid caifrng direcdy apy'ied' or 1O
YEES 2X 4 SPF-S Stud Except'
10-s 2 x 4 SPF-S 16ilF 1.5E, U8 2 X 4 SPF-S 16ilF 1.fi.
EAC ONS (,bs/size) 1=391tt/O-5-8,7=391tUE&6
Max Horz 1=570oad case 3)
Mex Uilft 1--309(loed case 4), 7--3090oad case 4)
ORCES'oP CHORD 1-b-5821,2-3--4881, 94:6881, +5--7176, 16=-5645, &7=6578
IOT CHORD 7-8=56/t5, *9=16217,9-10=16217, 1611=6418, 11'12=6418, 12'13=5164, 1-13=5164yEAS 2-13=158, 2-12=2037, ?12--1249, +12=549, +1o=1U1, +10--9913, 59=109' $8--10937' 688285E
roTEs
') 2-W tuss to be conneded togather with 1 Od nals as hltows: Top chords connectad with I row(s) at 6 inches on
c6iter. Bottont chords connactad with 1 ,ow(s) at 12 Inches on center. Webs connected with 1 row at 6 inches on
center.
) Ir,is tn ss Des be an designed for the wind loads ganeratad by 80.0 m.p.h. winds at 25.0 teet abow g{ound leval, ugng
5.0 p.s.l. top chord dead load and 5.0 p.s.l bottom chord dead load, 100.0 miles lrom hunicane oceanfine, on a
catigory I incfosed buwng, of dimensions 4,5.0 by 24.0 with exposrre C (ASCE 7-93). Lumbet Increase = 1.33,
Ptate lncrcaso = 1.33. Both end venicab arc exposed.
t) STMPSON H2.5 connedors recommended to connect truss to beaing w*s due to uNft as follows: One connector at
Nnt(q 1,7.
' spaqng.
'0G00 on center bncing.
$6?*Ha
A WnUtWC - Vcrifi dzsisn pzranetett and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE.
Design valid lor use only frlh Mifek_conn€ctols. This design is based only upoo paramelers shown, and is lor an individual
t
lllTck Indurtrler, lnc.
building component to be installed and loaded vertically. Applicability ol design param€ters and propor incoporation of
component is €sponsibility ol building designer - nol lruss designer. B€cing shown is lor lateral$pporl ol individual web
memb€rs only. Addilional lemporary bracing lo insure stability du ng construction is lhs @sponsibility ol lhe erector Additional
pemanont bEcing of lh€ overall slructuro is the responsibility of th€ building designer. For genoral gu dance regErding
fabricalion, quality control, storage, delivery, eroction, and bracing, consult QST.8! Ouality Slrndard, DSB€9 BEcing
Sp€clllcatlon, and HIB-91 Handllng In.talllng and Bracing Recomntendallon availabl€ lrom lfuss Plstg lnstllute, 58i] D'
Onof o D.lve, Itadlson, Wl53719
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TOP CHORO
TOP CHORO
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EDWARDS BUTLANG CENTER VAIL COMMON A U/,5891
Tru* Type
ROOF TRUSS
4frt
2
14 13
5x8 = 6x8 =
10
8x10 =
99
6x8
8x8 \6x8 =8t8t
, ts | 1G11{l | 16fi | 21-1{ | 28{X) | 3244 | 36{}0 |
tta $t8 5-l4 t14 G',l',l{) 4+O 4{{
oftseF (x,v: t1c-1-4,o|O0l/, t1:6&12,A2-Ol, p:o.2-12,0-?Al, F:treo,o^ol, t6:G2-12,t2-Ol, t8:GOi,A?ol, [9:0-1-8,0-0-01, [9:oe8,62-0],
11 1 :0-24,&2-01, F 3:&&0,c-181
DEFL (n) loc) lldetl
Veft(LL) 0.55 7 772
Va,t(TL) 0.69 7 61 I
Horz(TL) 0.18 I nla
MinLength/lJ-detl=240
sPACrrvG 2-O0
Pleteslncrease 1.00
Lumbat lncrcase 1.00
R€p Sfr€ss ,r,cr ,voCodo UBG94
TOP CHOF.D 2 X 6 SPFS 2loOF 1.8E
cHoRD 2 X 6 SPF-S 2100F 1.8EWEES 2 X 4 SPF-S Stucl 'Excep(
12-5 2 X 4 SPF-S 16WF 1.5E, 114 2 X 4 SPF-S 16ilF 1.#
11-7 2 X 4 SPF-S 1650F 1.5E 107 2 X 4 SPF-S 16WF 1.5E
1082X4SPF-S 16fiF 1.5E
oTHERS 2X6 SPF-S 16fiF 1.5E
WEDGE Lett:2 X 6, Wt:2X 6
RE cnONS (,bs/size) 1=3554/0-7-1 Anput: 6rA),9--39141$7-13 AnPut: 0'rB)
Mex llotz 1=-92(loed casa 2)
Max Uptrft 1--260(load case 4), 9='309(oad cese 4)
FORCES
TOP CHORD 1-2-*6tt66. 2-3--5388, ?4--#37, +5=fi37, 9,6='6215, 67--11696,7'8=-5817' t9--6628
BOT CHORD 9-10=5817, lG11=10479, 11-12=7360, 12-13=5551, 1U4=5551, 1+15=4814, 1116=5712, 1-16=5712
WEBS 2-16=107,2-15=-1@7, ?15=562, X1/t=1215, 414=-885, t14=127, ,12=1896' 61F2534' 611=4728'
7 - 1 1 -- 3443, 7 - 1 0=- 52 43, & I 0=247 I
,vorEs
,) frris fuss ,as 0 een deigned tot the wind hads genented by 80.0 n.p.h. winds at 25.0 feot above gound laval, using
5.O p.s.L top ahord d€ad had and 5.0 p.s.f bofrom chord cbad bed, 100.0 miles lrom hunicana oceannne, on a
catigory I 6ndosed buldng, of dn:rlnsions tll.O by 24.0 with exrrrsurc C (ASCE 7-93). Lumber lncrease = 1.33,
Plata lncraesa = 1.33. Both end verfrcals an axPosed.
2) STMPSON H2.5 connactoB rccommended to connect truss to boadng wals due to u$ft es ffiows: One connector at
Jolnt(s) 1, 9.
3) Requirad heaing s/ize et Nnt(s) 1, 9 geeter han inPut beaing size.
ARACING
TOP CHORD Sheathed ot 1-1611 on center prdin spac,1//:€-' ^
BOT CHORD 1-16:83-0, 1U16:&&0, 1+15:63-0, 13'14:690' 12'13:&.},0,
1 1-1 2:d90, 1 01 1 :6-3.0, 9'1 0:6'90.
WEBS 1 Rw at midPt 2'15,7-10
2 Rusat 1/35 125
,tffi-t_h
,grtFnt
A, WnnWC - Verifi desisn ,aran'zten and READ NOTES ON THIS AND REWRSE SIDE BEFORE USE.
Design valid lor use only iilh t ifek'clnn€ctors. Ihis d€sign is bas€d only upon par€nislo.s stFwn, 6'ld is tor an individual
building component to be installed and load€d venically. Applicabilily ol design param€t€rs and prop€. incorporalion of _ _=-.
[,ffi*:j*{itJ*lr'"+f{,,#g;t*}itr.f,ffi{+: '- ilil'
Sp€cltbalion, End HIB-91 Hrndllng Inlt.lllng ard Bracing R€commondedon available lrom Tru!! Plaa. h.rh!re, 583 O lllTak lnduflllea, lnc.
Onolrlo Drive. lrldllon. Wl53719
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TOP CHORD
9 -s F- 6 F = 6 P e :'l e s' F !' lo - Bt
iir*gi ig alg
gge gE gga
ir lgl Frg
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=[
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s3 Eiig $lFf i$a
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ia
'1gF F[ q'fl* fFqaa€+(n
EDWARDS BUILDING CENTER VAIL COMMON A U458919
Truss Type
ROOF IRUSS
6.00FZ
8
2x4 tt 6x8 =
8xB r
1'l 11 10
5x8 =
6x12=
otF,ets (x,v: t1f,-1-4,eaol, t19-c12,0-2-o!, p:a?0,G2-121, [5:6&S,G?12], q:o.3'8,O-2-121, fl:G1-8,0401, [7:048,G24],I9:62-4,C2-01
PI.ATES GR'P
M20(209a) 12783
Weight: 256 (lbs)
DEFL Ail qoc) Ydell
Vaft(LL) 0./B 5 997
Vett(TL) 0.A 5 797
Hotz(TL) 0.17 7 nla
Min Length / LL det = 240
SPAC/V6 2-0-0
Plates lncrcase 1.00
Lunbet lnqease 1.00
Repstnassrnc/ A/OCode UBG94
cHoRD 2 X 6 SPF-S 2100F 1.8E
T CHORD 2 X 6 SPF-S 2100F 1.8E
2 X 4 SPF-S stud *Except'
1G5 2 X 4 SPF-S 16flF 1.ff, G9 2 X 4 SPF-S 16fiF 1.5E
IHERS 2X6 SPF-S 16flF 1.5E
Left:2X6,Right:2XG
BRAC'NO
TOP CHORD Sheathed or 1-1G7 on center Pufin spacing'
BOT cHO RD 1 -1 3 :6-Xo, 1 2-1 3 :6-3-0, 1 1' 1 2:63-0' 1 01 1 :6-3-0' 9' 1 0 :&.},0'
&g:elo, 7-8:6-34.WEAs 1 Row at midPt 2'12, g1O
2 Rows at 1/3 ds 10-5
0 *ize) 1=3fiU0-7-1 (nprt:
Max Hon 1:102(load case 2)
Max Upttlt 1--261(load case 4),
AUq, 7=3922/G7-1 3 (nput: o.58)
7--3100oad case 4)
CHORD 1-2--6365, 2-3:501 1, &4=-4849, 45.-5421, t6--8257, 67:637 4
T CHORD 7-8=5631, &9=5631, 9-10=8257, 1&11=4478, 11-12:447E, 12-13=5650, 1-13=56il
BS 2-13=128, 2-1b-1914, 112=720, 910=539, +10=1247, U10=3727, t9=-1899, 69=3304 &8=9ll
It,s truss tas D€s n deslgnad for the wind loads gcnerctad by 80.0 n.p.h. winds at 25.0 toet dbove ground level, ugng
5.0 p.s.f. top chord deed load and 5.0 p.s.f bottom chord dead load, 100.0 niles lmn hunicana ocean[ne, on a
cet6gory t indosed buffirg, of dnnnsions 15.0 by 24.0 with exposut' C (ASCE 7-93). Lumhet Incrcase = 1.33,
Plete lncrcase = 1 .33. Both end vedica,,s are expsect.
SMPSON H2.5 connectors reconxnanded to connect truss to beeing wans due to uptft es fofrows: One connector at
te,(s) 1,7.
Reqalr€d bearlng she at Nnt(s) 1, 7 Water than inPut beaing size.
C/ISE(S, Standard
NO
ffi"#i:..:t
A W,cRNINe - Verifi detipn parameter and READ NOTES ON THIS AND REWRSE SIDE BEFOM USE.
Desion valid lor use only iilh l,fllofconnectors. This d€sign is bas6d only upon parametors stlown, and is for an individual
building compon€nt to be installed and load€d vertically. Applicabilily ol design palametels and proper incoDoration of
compoaledt is respoositility of building designer - not truss designer. Eracing shown is for latolal suppo.t of individual lveb
members only. Addilional temporary bacing to insuro stability during const uction is the responsibility of th€ ergctor. Additional
p€man€nt bracing ol ths overall slruclure is th€ respongibility ot lh€ building d€sign€r. Fo. gen€ral guidanco r€garding
lab calion, quality cootrol, storage, delivery, ercclion, and b€cing, consult OST.08 Ouallty Standa.d, OSB-80 Braclng
SFcltlcalton, and HIB€i Handllng In3iolling and Brdcing Rocommendldon available lrom nur3 PLL ln3tltulq 5'8it D' lllTal lndurltlea, hc.
Onotrlo Orlve. Mdlaon. Wl5:1719
tt
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o!
lnz
=oz
tw.
{a
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x g *g
Iifii-; =:eFd*
qgfi*
o.<-'
3o
t*qB# ;Ed'tF* sfii::.o* 6.--N
_q gu. ;i9.
F$+ die-afr 6438= s.*F'g- ,&.*o
={ld>tatc0d
9!.
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5ilu
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=
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a34t =-p9
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8q
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ilr
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t
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il D>ttA/q
=lt-tl .
jil
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a
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tiiils i=!; iitE =;F
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io!o,
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c
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b
8oYz
TOP CHORO
TOP CHORO
ltg*gi [i ala *gi$3 E$$ *i FgiFgg
ui3EFaig 'i
sgg 3g fr
g+$ li ii
*Fa ;;i
Eg
'e; ii i;F sgE [e aa 'ea r*E.* il A'ai
Eg
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,ig
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$ #q*5€+u,
EDWARDS BUILDING CENTER VNL COMMON A U45E92O
TrussType
ROOF IRUSS
4f 'f-11 2-24 1t8
6xB = 6x8 =45
9
IF
b#
I 7.18 | 14-114 F17-l{l 2440 | z&GO | ffi
I
7-48 7-$8 2'24 S1 1 4 4"OO &o{)
orrbars (X,r: t1:c1-4,60-OI,11:O-O-12,G2-ol, [5:&3i0,o.2-12|,, [6:a1-12,O2-o], t7:6ho,a?12],,I8:6Oo,a2-121,'/,10:o-1'8,ao'OI' [10:6+8,O24]'
11 1 :a.o.0,0-241, [1 2:0-A0,02-01, 11 3:oO-0,tU8], [1 4:GO0'c2'0]
PLAIES GR'P
M20(nsd 12789
Weight: 286 (lbs)
DEFL (n) qoc) Ydet
Vatt(LL) 0.49 7 864
Veft(TL) 0.62 7 6e1
Hon(TL) 0.19 10 a
MinLength/Udal,=24O
sPACr fG 2-&0
Plateslncrease 1.00
Lumber lncrceso 1.00
Rop Stress rrrcr No
Code UBC-94
cHoRo 2 x 6 SPF-S 16fiF 1.5E
T CHORD 2X6 SPF-S 1650F 1.58
2 X 4 SPF-S Stuct 'Except'
1+52X 4 SPF-S 16ilF 1.5E, 12-62X 4 SPF-S 16fiF 1.5E
11-E 2 X 4 SPF-S 165,,F 1.5E
2X 6 SPF-S 16ilF 1.5E
Left:2 X 6, Right:2 x 6
BRAC'iVG
TOP CHORD Sheathed ot 2'57 on cent€r pudin spacing.
BOT CH1RD 1-16:6.3i0, 1U16:6-?0, 1+15:6X0' 13'14:&9.0' 12'13:6X0'
11-12:6910, 10-11:6*0.
WEBS 1 Row at ridPt 3^15, 1&5, 12'7
2 Rowsat1./3ds 1+6,7-11
(lbsGize) 1=3563,c-7-1 Anput: o.38), 10=392W7-13 Anput: 0'&E)
Mex Hotz 1:113(load cese 2)
Max Uqitt 1:261(load c€so 4), 10--310(load casa 4)
CHORD 1-2=681,2-3=-fi75,14:4586,45--4097,&6='4714,&7='7721,7'8:5332,&9=5969'9.10=-6604
T CHORD 10-11=5802 11-12=6917, 12-13=5421, 1?14=5421, 1415=4210, 1|16=fi45, 1-16=5836
iBS 2-16.-684, C16=692, X15--1318, +15=1404, U15=t$8, ,14=1991, 614:2253' 6'12:-29E9'
7-1 2=-247 8, 7-1 1--2258, &1 I =1 954, 9-1 1 =-522
t) Ir's ouss t rs , een cd,sigaed lor the wind loads generated by 80.0 n.p.h. winds at 25.0 teet above gnund levet, using
5.0 p.s.t. top chord deadhad end 5.0 p.s.t bottom chord dead had, 100.0 nte6 lrom hunicane oceanfrne, on a
cat6gory t 6ndosed butrdng, ot dneniions 45.0 by 24.0 with exrrrsurc C (ASCE 7-93) . Lulrlber lncroase = I .33,
grtE /ncraase = 1.33. Both end vedicals ara exposed.
4 STMPSON H2.5 connactors racommendad to connect truss to b^aing wans due to uqn as follows: One cannector at
lolnt(s) 1, 10.
3) Requhod beanng C2. et Nnt(s) 1, 10 geater than inplt beaing gze-
LOAD CASE(S, Standed
Is,jiliieI
[, urONtuC - Vcrifi dcsien param*cts and READ NOTES ON THIS AND REWRSE SIDE BEFORE \JSE.
Oesign valid lor use only \trttr Ull€I-conneclors. This doslgn is bas€d only upon pafarnoters shown, and is lor an individual
buildlng co.rDonenl lo be Install€d and load€d veftically. Applicabiliv of deslgn paramEtets and proper incorporation ol
coanponenl is responsibility ol brihing designer - not Iruss dasigner, Bracing shown is lor lateral suppon ol individual ! /eb
memb9|s only. Additional t€mporary bracing to insure stability dudng construction is th€ r€sponsibility of lhe €r€ctor Additional
pofiianent bracihg ol th6 overall struclurs is the responsibility ol the building designer. For gEn€ral guidencg regading
fabrication, quality cont ol, slorage, delivery, erection, and bracing, consult OST.88 Oudlty Standrrd, DSB-89 B.aclng
Spoclflcallon, rnd HlE41 Hrndllng Installlng and Brrclng R6aomm.ndstlon available from Duss Pht Instltute, 583 O' lllTak Indullflaa, Inc.
Onotrlo Orlvo.lrrdlBon. Wl 53719
rt
= .J'I.<
5J9060z->vlzc,
o
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e F* 3 s'i9A* R--*ssE ;i9R8: 3q Eg9,g a; ge.f 6 Ai
R i P-o* Q-
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o
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F
EF
o2o
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66 -(,iH$ aff.{8is th8;S e,..N)(ro^J
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ct
TOP CHOBO
TOP CHOBO
9 6 F 6 F =
- e F : e !' 5 r"' ro -Pd
iir*gi lg iffi lgg $i
gEfr
iE igi fiFg ryfEiiig
,$
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g sfr iA il =Edn;E g* ;i ifr539 q=E [{ dfi Fi qifri as g
' aa Ba $r f4 E* ig [g Ei [$i
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ob
399-42
Iruss
H06
TrussType tt
ROOF IRUSS
atv
I
P'Y
2 EDWARDS B'JILD//NG CENTER VAIL COMMON A U458921
t
3.3W1 e sep za 7c99 Ml t eK Inousvles, tnc' Nt.Jn tuev , tlous/.on Truss Montrose
6 ooFZ x4 fi 5x8 = 3x10 =456
,4tl
7
15 14 13
a4 llTxlrVMlS - 6x12-
6x12 =I
T
*l:l5l('r
II..'| (ol
3)(5 \
9
i1 18
}.4tl
1'
3(6 =
11
2,ltl12
3xG =6,(8 =
8x8 =
,tate ofiseg O(,V: t1:O1-4,aeol, [1:0412,61-1t, F:a+O,O-2-12], ts'o-+0,o.2-121,110:61-4,ta01,00:a1-4,O1-1U' 114:GOo'67'01
.oAD,NA 02s0'cu w.0'cDL 10.0,cLL 0.0tcDL 10.0
sPACrrvG 2-0-o
Plates lncraase 1.W)
Lumbat lncrease 1.w)
Rep Shass ,rcr ,VOCode UBG94
cs,TC 0.56BC 0.67wB 0.55
DEFL (tn) (,oc) ,lden
Ved(!-L) 0.44 15 872
Ved(TL) 0.54 15 697
Hotz(TL) 0.16 10 nla
Min Length / LL def, = 240
PIA'ES ARTP
M20(209a) 12783
M18(189a) 10wo
Weight: 232 (lbs)
,.'ITBER'oP cHoRD 2 X 6 SPFS 2100F 1.8E
toT cHoRD 2X 6 SPF-S 21c0,F 1.8EYEBS 2 x 4 sPF-s Stud 'Excepl'
1&3 2 X 4 SPF-S 16fiF 1.58, lsg 2 X 4 SPF-S 16fiF 1.58
)IHERS 2 x 4 HF u$tty 'Except'
wGL2X 6 SPF-S 16fiF 1.5E
VEDGE Lcft:2X'f . Wt:2X 4
?EACTIONS qbs/siza) 1=660tu6-9 qnqrt: o-rq, 10=658&o-&9 (nPut:
Max Hon 1=-360oad case 2)
Max Uilft 1=-617(load caso 4), 1b-615(load caso 4)
8RACflVG
TOP CHORD Sheathed or +1A11 on center Ftdin sPacing.
BOT cHoRD Ricid ceiting dirccv ap$ed, or 1$0040 on center bncing.
0-3-8)
toRcEs
-oP CHORD 1-2--130/t4, 2-3=12640, ?4-1fi73, 45:15073, ,6=-15073, 67=15118, 7-8=15118' &9:12741'
*10=1447
,OT CHORO 1L11=11677, 11-12=11677, 12-13=11378, 13-14=16364, 1+15=16364, 15.16=16364, 1617=11288'
17-18=1 I 431, 1-1 8=1 14s1ryEBS 2-18=67, 2-17=-161, C17=1513,516=4788, +16=1731,616--1635,615=197,613-1579'
7-13--1730, &13=4731, &12=1 503, 9-12--3:t6, 9-1 1=68
,otEs
t) z-pty ttuss to be connected togeth€r with 10d nals as fotrows: Top chotds connaded with I row(s) at 3 inches on
ceiter. Eottom chotds connactad with 1 tow(s) at 3 inches on canter. Webs connected with 1 row at 6 inches on
centat.
f) Irb arss tes bo on fuigasd tor the wind bads genented by 8O.O m.p.h. winds at 25.0 teet above gound l6vd, uing
5.0 p.s.l. top chord dead load end 5.0 p.s.f bottom chod dead hed, 100.0 nfres lmn hunicane oceantne, on a
categpry t .ndosed buldng, of dmensions /t5.0 by 24.0 with exposure C (ASCE 7-93). Lumber lncrcase = 1.33,
Ptate lncrcese = 1.33. Both eN vefticab ara exposect.
Coninued on page 2 ffi,rB
IlTrk Indurl?|c., Inc.
building component to be installad and load€d vonically. Applicability of design parameters and propor incorporalion of
component is rosponsibility of buildino dosigner - nol truss d€sign€r. Bracing shown is tor lateral support ol individual w€b
rn€n5els only. Addilioml tBmporary bracing to insure slability dudng conslruclion is lhe rosponsibility of lhe or6ctor. Additional
pernanent bracing ol the oveaall strucluro ls the responsibility ot lh€ building d€si9n6r. For ggne€l guidance regarding
labrication, quality control, slo€ge, delivory, erection, and bracing, consult OST{8 Ouallty Standaad, DSB89 B.rcing
Specificdion, lnd HIB-91 Hrndllng Inrlllling and BJaclng RccommGnd.don available from Tru!3 PlaL lnsthut€, 583 D'
Onolrio Drlva. Madlaon. Wl53719
A u,s,RNtl'tC - Vaifi desisrl paramctets and READ NOTES oN THIS AND REWRSE SIDE BEFORE USE.
D€6ign valid lor uss only with llrllsk-connectors. This dosign is based only upon param€lers shown, and i9 lor an individual
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EDWARDS BUANNG CENTER VNL COMMON A
Truss Type
ROOF TRUSS
SIMpSON H2.5 connectog r€commended to connecl tuss to baaing watrs due to uilft as fototts: Two aach connectols at Nnt(s) | ' 10.
Reqired beaing size at Jaint(s) 1, 10 $eater than input beadng size.
cAsE(s,
1) Lanber lncrcasa=1.0g, Plate lncrcase=1 .00
Unibm Loeds 4bs per ft)
vart:t-Lln.o,'z-g--1go.o, e4=-gf/0.9,4F390.9, s6=3 90.9, &t=-390.s, 7-8:3s0.9, &9--180.0, 9-10:180.0, 1G11=2o-0' 11'12-20.0,
12-13:/8.4, 13.14=43.4, 1+15--43.4, 1}-16:43.4 1617=43.4, 17'16--20.0' 1'18=20.0
Concentnted Loads (lbs)
Ve ft : 1 2=- I 30 5.9, 1 7= 1 30 5.9
ffi52 l,*ipi
A wnnUe - Verify dzsisn gatameurs ard READ NOTES ON THIS AND REWRSE SIDE BEFORE USE.
Dosign valid lor use only iith Mlf€Niconnociors. This design is bas€d only upon parameteG shown, and is lor an indivrdual
building compon€nl to b€ installed ard loaded vgrlically- Applacability ol design paramot66 and prcp€r incorpoGtion ot
component is responsibility ol building dosignor - not lruss d6sign€r. Bracing sho*n is lor lateral suppod ot individual vreb
m€mbers only. Addilional lemporary bracing lo insure stability during construction is th€ rssponsibilily ot the aroctor Additional
pormangnl bracing of lho overall strucfuro is lhe responsitili9 of th6 building d€signer For general guidanc€ r€garding
labdcation, quality control, storage, delivery, 6rection, and bracing, consult OST48 Ou.llty Stendard, DSE€g Bracinglabdcation, quality control, storage, delivery, 6rection, and bracing, consult OST48 Ou.llty Stendard, DSE€g Bracing I'II
spGcltlcatlon, a;d H8.91 Handling In.t;llhg snd Brdclng Riommendatlon available l.on ftu.. Plotc hrtnure,-s8g D' lllTck lnduatlla3, Inc.
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ROOF IRUSS EDWARDS BULANG CENTER VAIL COMMON A U458922
2
I
12(12 '--4xa
11 10
3r(4 = 6r)€ =
7
, erto , raoo , zrto t 32+O
I
&114 7'1{ 7'14 &ll'0
OtEeE O(,Y: I1:1-O-9,O&OL, [1:0-G0,$&Ol, P:1,4.l9,G04],I8:GGi,OG0I, [10:6fi0,er8]
DEFL (tn) (loc) l/del,
Vatt(U) 0.U 11 999
Veft(TL) 0.43 11 686
Hotz(TL) 0.16 I n/a
Min Length / LL defl = 240
sPACr rc 2-0'0
Platos lncrcase 1.N
Lumbetlncroase 1.00
Rep Sarass ,nor NoCode UBG94
) It s frrss r,rs b€ en designed lor the wind loads gpneratad by 80.0 m.p.h. winds at 25.0 teet above grcund l€vel, ugrrg
5.0 p.s.f. top chord dead toad and 5.0 p.s.f botton chord d6ad loed, n.0 nflas ftom hunicana oceanftna, on a
cat6gory I incbsed bufldng, of dnenshns '15.0 by 24.0 with exposurc C (ASCE 7-93). Lumbat lncrease = 1.33,
Plate lnctaase = 1.33. Both end vadcels are exPosed.
SIMPSON H2,5 connectols tacommended to connect truss to beaing wans due to uNft as i,f,llows: Ona connactor at
loint($ I, e.
Requl.E,d beatng slf:a at jaint(s) 1, I $eater than input beaing size.
AnSEp, Standard
1BER BRACING
cHoRD 2 X 6 S?F-S 16fiF I .58 TOP CHORD Sheathed or 2-61 2 on centet gtfin spaclng.
cHoRo 2X6 SpF€ 16ilF 1.5E BOT CHORD 1-12:6?0, 11-12:6-?0, 1G.11.6.&0, *10:6.3.0, &9.'490.
2 x 4 sPF-s sfud WEBS I Row et midd 12'4' *9
IHEES 2X6HF13&F1.3E
Lett 2X 8, Right:2X I
(bs/size) 1=3171/0-6-5 (,nprt: o-Cg), 8=3171to.&5 (nput: G98)
Max Hotz 1=470oad cas€ 2)
Max UN{t 1--232(load case 4), 8--2320oad case 4)
CHORD 1-2:5790, 2-F-4985, C4=4453, +5=A34, 56:4453, d7--/t985, 7'8--5790
CHO RD &9= 51 20, 9 -1 0= 5397, 1 & 1 1 =5397, 1 1 - 1 FSg7, 1 - 1 2=5 I 20
2-1 2:7 41, 9 1 2= 1 39 4, + 1 2.- 1 31 1, 41 1 = 80, & 1 1 =80,,9--1 31 1, &9 = 1 39 4, 7'9=7 41
ffa
A UlnNWe - Verifi dcsis paramct.n and READ NOTES ON THIS AND REWRSE SIDE BEFOM IJSE.
Oesign valid lor use only ffth lfgt'conn€ctors. This dosign is based only upon pardmetels shown, and is for an indivirual
building component to be installed and load€d vodically. Applicebility of dosign parameteF and prcp€r incoDoration of
compononl is responsibility ol building d€sign€r - nol truss d€signer. Bracing shown is tor late€l$ppod ol individual web
m€mbors only. Additional temporary bracing lo insur€ stabilly dudng conslruction is the responsibility ot th6 orodor Additional
p€rmanonl bracing ol lhe overall structure is the responsibility of th€ building designer. For genelal guldanc€ r€garding
fabrication, quality control, storage, dolivsry, €r6ction, and bracing, consult OST€8 Quelity Strndrrd, OSB.89 Bnicingfabrication, quality control, storage, doliwry, €r6ction, and bracing, consult OST€8 Quelity Strndrd, OSB.89 Bracing IIII
Sp.cilicetlon, snd HIB-91 Handllng ln.l.lllng rnd Brucing Recomm€ndatlon available tron ltus! Plrlo In.lltute,5&, D' IlTak hdualllas, lnc.
Onotrl,o Drlva, Mad|son, Wl 53719
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EOWARDS BUILDING CENTER VNL COMMON A UI'58923
6.ooFZ
-' sffi e s;p m i995 MiTek tndusties' lnc- Mon Nov ll 06:42:45 1996 frage 7
3xS \
6
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late O,'sats (X, v): t1:1-o8,6^oL t1:Go-o,aa0l, P:a2-12,a2t21, p:a2-8,G2-121' [7:G1-5'a0-0]
,oAD,Nc (ps|'cu 80.0'cil 10.0tcLL 0.0tcDL 10.0
sPAcrrro 2-&0
Plateslncrease 1.0O
Lurnber lncrcase 1.N
Repsfessrncr A/OCode UBG94
cs,TC 0.61ac 0.67wB 0.78
DEFL 0n) qoc) Udetl
Ve,tU) 0.28 4 999
Veft(TL) 0.36 4 999
Hotz(TL) 0.14 7 n/a
Min Length / LL del, = 24t)
PLATES GRIPM2,(ngd 127n3
Weight: 235 (lbs)
,UMBER
oP cHoRD 2X6 SPF-S 16fiF 1.5E
toT cHoRD 2 X 6 SPFS 16fiF 1.5E
vEas 2x4 SPFS Stud)IHERS 2X4HFUW'Except'
WGL2X8HF1350F1.3E
VEDGE Left:2X8,Rigrrt:2X4
ARAC'IVG
ToP cHoRD Sheathed or 2'e.9 on center ryttfur spacinl
BOT CHORD 1-13:6-90, 12-13:63-0, 11'12:&90' 10-1
&9:&3-0,7-8:e9.0.WEBS 1 Row et midPt 2-12, 9-6
|€ACnONS (lbs/size) 1=316W-A-5 fuPut: CgA),7=3162tO'6'5 (nput: G+E)
Max Hon 1=-57(loed case 2)
Mex UNt 1=-232(load case 4), 7--232(lodd case 4)
ioRcEs
'OP CHORD 1-2:5683, 2-3-45fi, 3-4=-4520, +5='45n, 56=-4539, &7--631
TOTCHORD 7-8=4974,&9=4974,9-10=tto55, 1&1F$55, 11-12=4071,12-13=5037'1-13=5037
t€AS 2-13=108,2-12:1084, &12=597, 3-11=ffi3, tt-11='891, $11=686, ,9=57? 69--10N, &.8407
{orEs
t) this trrss hrs be on designad for tha wind (oads gflne'€ted by n.O m.p.h. winds at 25.0 teet abow gnund hvel, using
5.0 p.s.t top chord deadhad and 5.0 p.s.f bottom chord deed loed', 100.0 miles from hunicana oceanfne, on a
catigoty t 6n&sed butdng, of dtmensions 45.0 by 24.0 with exrr,surc C (ASCE 7-93). Lumber lncrease = 1.33,
Prate lncroese = 1.33. Both end vedicars ste exposed.
) STMPSO , H2.5 connectots ,Ecommended to crnnoct ttuss to beaing watrs due to up[t|l as follows: Ona connector at
Nt t(s) 1,7.
,) Reqrtred beaing dza at laint(g 1, 7 Water than Inpt boaing sae.
:OAD CllsE(S, Standad
71
(,d
it.
'1:&3-0,9-10:6-90,
1.oo RF
H:;:'4
A, wnlauc - Voifi dtisa paramcbrs and READ NOTES oN THIS AND MvERsE SIDE BEFORE USE.
Oosign valid lor use only iith MffdiconnectoB. This d€sign is basod only upon parameters shown, and i6lor an Individoat
building component io b€ inslalled and loaded venically. Applicability ot dosign parametors ard prcper incoporalion ol
clmponent is responsibility ol building designor - nol lruss dosigner. Bracing shown is lor lat€ralsupporl ol individualv/eb
momb€rs only. Additional temporary bracing lo insurs stabili9 dudng construction is the responsibility ol th6 e.6ctor Additional
p€manent bracing of the overall structure is the .esponsibility of the building designor. For general guidance regarding
labric€lion, quality conlrcl, storage, doliv€ry, erection, and bracing. consult OST{8 Oullity Sland.rd, DS&89 B.sclng
Sp€ctflcetlon, lnd HIB-91 Handllng Inltalllng and Eaaclng Rccommonal.tlon available lrom ftut! Plat In.tliut ,58:l O'
Onoftio Drtvo. il.dilon. Wl 53719
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EDWAPDS BUIL7NG CENTERVAIL COMMON A U458924
Truss Type
ROOF TRUSS
6.ooFZ
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(o
, GA8 , 12-114 | 1914 | 2S | 32ff
|
st8 658 A2-0 e$8 6S
ofise,s (x,V: [1 :0-1-5,G60], F:62-12,G2-1 2., [6:1-0-e,&0'0], [6"0-60'0-t0]
DEFL (n) qoc) Ydef,
Vaft(LL) 0.26 9n 999
VanOU 0.32 9n 999
HozOL) 0.14 6 da
Min Length / LL dett = 24o
sPACrrvG 2-O.O
Plates lncreasd 1.@
Lumber Incraasd 1.00
Rep Stess ,rcr NO
Code UBC-94
ERAC''VG
ToP CHORD Sheathed or l'lhg on center Pulin sqacing'
BOT CHO RD 1 - 1 1 :6*0, I O' 1 1 :&3-0, S 1 0 :E.9,0, *9 :6'3'0, 7'8:6'3-0'
6-7:6-&'0.WEAS I Row at midqt 2-10, ?E' 8-5
A?q, 6=352W7-0 (nput: &rg)
6:281(load casa 4)
CHORD
T CHORD
Itb lruss t as boen designad lor the wind toads g^nerated by 8O.O m.p.h. winds at 25.0 teat abow ground level, using
5.0 p.s.t. top chord deadhad and 5.0 p.s.l bottom chord dead toed, 100.0 nf,es fmm hunicane ocoantu'€, on a
cat6gory I indosed buWng, ol dimensions tt5.0 by 24.0 with exposuts C (ASCE 7-93) . Lumbar lncreaso = 1 .33,
Plete lncreasa = 1.33. Both end vedicars atg exposed.
SIMqSON H2.5 connac'ors recomrr,€nded to connect truss to beaing wals due to up*n as follows: One connectot at
hint(s) 1, 6.
Requlr€d beedng siza at Nnt(s) 1, 6 grcater than inPut beaing size.
CHORD 1-2F-5496, 2-3--41U, g/t=-3686, +5:4125, 56:5457
T CHORD &7=4830, 7-8=4830, 8-9=3694, 9-10=3694, 1G11=4879, 1'11=4879
2-11=128, 2-10--1328, 9-10=727, X8:11, +8=715, S8'-1283, i7=127
CASE(S, Standad
2 X 6 SPF-S 16fiF 1.5E
2X6 SPFS 16frF 1.5E
2X4SPF.SStud
2 X 4 HF Utility Except'
WGR2XSHF 13fiF1.38
Lalt:2X4,Right:2x8
qbgsize) 1=3163/0-dS Anput:
Max Horz 1:102qoad case 2)
Max UNft 1=-2320oad case 4),
#":"l:t$I zazaz !
frk"u'*#
A W,lAMftC - Vetifi dzsisn paramems and READ NOTES ON THIS AND REWRSE SIDE BEFORE USE.
Design valid for us€ only dit1 Mllek connsctors. This d€sign is based only upon parameteF shown, and is lor an individual
building componenl lo be inslall€d and loaded vedically. Applicability ol d€sign paramelers and prop6r incorporation ol
conponent is responsibility ot boilding dssigner - not truss designer Bradng shown is for latoral support ot individual web
membec only. Addilional temporary bracing to insure stability during construction is th€ responsibility of th6 erector. Addilional
psrmanenl bracing of the overall strucluro is lhe responsibility ot the buildinO design€r. For g€n€lal guidance regarding
fabrbation, qualily control, slorag€, delivory, 6recibn, and bracing, consult OST{8 Ouelily Standrrd, DSB{g Breclng
Specitlc.don, 6nd Hl&91 H.ndllng Inll.lling and Bncing Rocomnr€ndatlon available trom l}usi Platc In6tltuis, stg D'
Onotrlo Orlve. adlaon. Wl 53ng
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EDWARDS BUILDING CE|lrER VAIL COMMON A U458925
us'ies,lnc. Mon Nov 11 08:42:52 1996 Pagc 1
7-SA
6.00FZ
J:l
1
2-24
5x8 =5x8 tt
34
11 109
3x6= 5x8 =
3x10 =
3x6 \
4x6 \
E
qI9o
late Ottseb 6,Y: [1 :6?5,0-04], p:G2-12,G2-1 21, [7:0-1-5,&&.0]
oADiNa @s0cLL 8o.O'coL 10.0cLL 0.0tcrj/L 10.0
SPAC,IVG 2-O0
Hatas lncrcase 1.00
Lumberlncreese 1.00
Rapstessrrc/ A/OCode UBG94
cs,TC 0.99BC 0.69w8 0.72
DEFL Ail (Ioc)
Voft(LL) 0.27 11/10
Veft(TL) 0.33 12/11
Hotz(TL) 0.14 7
Min L.ngt, / LL delt = 240
Ydefl
999
999
,Va
PLATES GRIP
M20(209a) 12783
WeWt:233 0bs)
10-6
UMBER
OP CHORD 2X6 SPF€ 16fiF 1.5E
toT cHoRD 2X6 SPF-S 1650lF 1.5EYEAS 2X4 sPFs stud
TIHERS 2X4HFUety
VEDGE Left:2 X 4, Rlght:2X4
BRAC'NA
TOP CHORD Sheathad or 1-7'6 on center Pufin sPacing.
BOT CHOF,D 1-12:6-g0, 11-12:6-g0, 10'11:6t0' 9-10:6-i}0' &9.'&gO'
7-8:6?0.
1 Row at idd J-.10
2Rowsat lnpE 2-11,
WEBS
E cnONS (tbs/siz6) 1=316?n-&5 Anput: &?8),7=352?to'7'0 Anput:
''5.B)Mex Horz 1--113(load case 2)
Max UNft 1=-232(oad case 4),7:2810oad case 4)
ORGES
'OP CHORD 1-F-5300, 2-3:3705, C4=-3309, +#-3702, &6--3702, 674270
toT CHORD 7-8=4672, &9=4672, *10=4672, 1611=3312, 11'12=4709, 1'12=4709yEBS 2-12=148, 2-11:1fi7, :*.11=8U, 910:9, +10=794,610:1527, &8=147
,otEs
) frls tn ss ,res bo en destgoed fot the wlnd loads genetated by 80.0 m.p.h. winds at 25.0 feat above qound hvet, using
5.0 p.s.l, bp ctr,c,,d daad bad and 5.0 p.s.t bottom chotd deed load, 100.0 ntes lrcm hunicane oceanfute, on a
catigory t )nctose.t bufldng, ot &nensions 45.O by 24.0 with exposure C (ASCE 7-93). Lumbar Inc/aase = 1.33,
Ptate lnct€aso = 1.33. Both end vetlica,s ant expos€d.
l) SIMpSON H2.5 conncctors recommended to connect truss to beeting walts due to u4ift as bnows: One connealor at
jaint(s) 1,7.
l) Requircd beaing sae at Jotnt(s) 1, 7 Water than inPut beadng siz6.
.OAD CASE(S, Stendard
q
A wnwltC - Verifi drsim ,arameters and. READ NOTES ON THIS AND MVERSE SIDE BEFORE USE.
Design vali, for us€ ooly riit' Mffefconnocto.s. This design is based only upon parameters shown, and is tor an individual
buifd-ing compon6nl lo b6 inslallod and load€d vertically. Applicability ot design paramelers and proper incoDoration ol
- --rtr##fl1'i",3,;HillYJl#1"I3#:;3i:l;J"1"'ffi,1,trffiL"#?ffiT:;:"J"5n"ffi,*#"1,*1'#Jii::i*", IE.'
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Sp.cficatloo, .nd Hlg-91 Handllng lndslllng snd Br.dng R.comnondallon available lrom Ttu.! Pl.t In.dlute, 58il O' IlTak lndualflas, Inc.
Onolilo Orlve, M.dbon, Wl53719
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EOWARDS BUILDING CENTER VAIL COMMON A U456926
Truss Type
ROOF TRUSS
, 1-'tl-fi
|
111-l I
6.o1w
3x4 =
PLATES 6R'P
M20(209a) 12783
Welght: I (,bs)
DEFL Ad qoc) Ydell
Vart(LL) 0.00 t3 999
Veft(TL) 0.00 1R 999
HotzOL) -0.00 2 tva
MinL'ngth/Udefl=24O
SPAC'JVG 2+O
Platss tncrcase l.N
tJnbet lnc,aasa 1-00
Repstress,ncl NOCode UBG94
BSR BRACING
cHoRD 2 X 6 S?F-S 1650F 1.5E TOP CHORD Sheathed or *G0 on canter Pudin spacing.
T CHORD 2 X 4 S?F-S 16frF 1.#. BOT CHORD Ngid ceifing dirccty awd, ot 1o-0Mo on center bfacing.
qbslsize) 1=1 5?tO-*8, 3=16/0-X8, 2=1 36/0.5-8
Max Horz 1=35(load case 3)
Max Udift 2.-30(load case 3)
Max vert 1=194(load cese 5), 3=16(loed case 1), 2=136(load case 1)
cHoRD 1-2=75
CHORD 1-3=O
t) Irris ?uss tas b aen checkod for unbdanced badng conditions about ioint 2.
i) This truss hes Oaen desuned lot he wind loads geierated by 8o.o n.p.h. winds at 25.0 taet abova gmund tevel, using 5.0 p.s.f. .top chotd dead load end 5'0
bottom chod dead bad,1@.0 ,rfles Aom hunicine oceanfrne, on a citegory I enctosad bu\6ng, ot dimensions 45.0 by 24.0 with exrd.sure C (ASCE 7-93).
Lumber lncreaso = 1.33, Ptat€ lncrease = 1.33. Eott and vettica/E are axpsed.
S|M?SON H2.5 connaclots recomnendad to connect ttuss to beaing wens due to ufift as folovts: Ona connectot et Nnt(s) 2,
CASEfS, Standad
ff-?i'lel
fs?'\9$r-*6t]}- t".-'()
A WHNWC - Verifi dztia paranctery ar.d ITEAD NOTES ON THIS AND REWRSE SIDE AEFORE USE.
Design valid lor use only r,/ith llll€t-connectors. This dosign is based only upon palam€lers shown, and is lor an individual
buibing cornponent to bo installed and loadod vortically. Applicability ol design parameters and Droper incorporation ol --tu
i'fr {fr il1,frti*1iril*t$1i,diilffiff $$i{ir"ft fi*$$1t"#lfi##;"ffi{d,ff '-'tljfab cation. qualily contrcl, sto€go, delivory, ercction, and b6cing, consult OST-8a Ouallty Stndard, DS8-89 BJaclng It-I
Spoclllcstlon, a;d HlB.91 Hanalhg lnstrlllng and Braclng R;omm€ndstlon availabli fiom ltus€ Pl.t. Instltutc, -583 O' l||rok lnduattlea, lnc,
Onolrio Orlvc. lladilon. Wl 51t719
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EDWARDS BULANG CENTER VAIL COMMON A U45892i
3.300 e sep zo 799C Mtt er tnsus.ne, ",
F -r+0 t 1-11-11
|
244 1-11-'11
, 1-11.1 1
1-11-11
buslon In ss Montlse
1
TI9l-l qTt9l101
LoN)tNG(F0TCU 80.0TCDL 10.0
BCLL O.OBCDL 10.0
sPACr tc 2-t0
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Lumbet lncrcaso 1.00
RepS'ess/ncr A/OCode UBG94
cs,TC 0.03BC 0.Uw 0.00
(Matix)
DEFL Ad @c) Udatl
Veft(LL) 0.@ 1f3 999
Veft(TL) 0.00 ln 999
Horz(TL) -0.00 2 n/a
Min Lenglh / LL defl = zttl)
PLATES GR'P
M20(209a) 127/93
Weight: 13 (lbs)
La/filBER BRnc'flG
TOp CHORD Z X 6 SPF-S 16fr/F 1 .SE TOP CHORD Sheathad or 6iG0 on center Pufin spacing.
BOT CHORO 2X4 SPF-S 16&F 1.SE BOT CHORD Ri?id caung dtscily apryed, or l&Ur(n on center bnctrry.
REACTTONS (/)s/s*e) 1=51?JV$8, g=16toi?8, 2=136tO'Ug
Max Hon 1--1n0oad case 5)
Max Ufift 1--48(toad case 3), 2:30(load case 3)
FORCES
TOP CHORD 1-b-75
BOTCHORD 1.?O
,VOIES
t) Irris truss ,,as b een checked lor unbalanced loading confrtions about ioint 2.
i) fms truss nas Aeen desigaed hr tha wlnd toads geiented by 8o.o n:p.h. v,inds at 25.0 faet above gound level, using 5.0 p's.|. top chord deed load and 5'0
boftom chord doad toed,ll2.O nfles trom hunicine oceanlina, on a citegory t endosed bultding ot dimensions tt5.0 by 24.0 with exposure C (ASCE 7'93).
Lunber lnarcase = 1.33, Plate lncrcese = 1.33. Both end vedhals aro expsed.
3) STMPSON H2.5 connedo's rccommended to connect ttuss to beaing wals dua to ufit as folows: One connactor et icint(s) I , 2.
LOAD CASE(S, Standad
&?,{fiR
lllTrl lndurlrler, lnc.
28
A wnxWC - Vetifi dztisn parameter and READ NOTES ON THIS AND REWRSE SIDE BEFORE USE.
Dosrgn valid for us6 only tith lrlll€klonn€clors. Thts design is bas€d only upon paramel€rs shown, and is lor an individual
building component to be Installed and load€d vErtically. Applicabalily ol d€srgn paramgtels and proper incorporation of
conponent is responslbility of building design€r . not truss dEsigner- Braclng shown i6 for lateral support ol andividual wsb
members oily. Addllional temporary bracing to ingur€ slability during consfuclion is the aesponsbility of the eroctor Addilional I :''i11i,q;9
p€rmn€m braoing ol th€ ov€.all slruclu.e is the rcspon6ibility ol lh€ building d€sign6r. For g€n€ral guidanc€ r€garding
labricalbn. qu€lity confol, stora96, delivery, eredlon, and blacino, consult OST{A Oullity S-tandr.d, 05B-69 B.gcing
SFcflcallon, rnd HIB€i Hrndllng In.tllllng ard Br.cing Bocomm!|d.tlon available from Tlu.. PhL lnstltulq 58:t D'
Onolrlo Driv6. .dl.on. Wl 91719
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EDWARDS BUILDING CENTER VNL COMMON A U/'58921
Yo.rsfor lruss Monfose 3.300 e sep 20 1995 Mifek hdusties' lnc.
t 111-11
|
111-11
6.01112
Mon Nov 11 0U:42:5C 7C90
TI
C.l
1
3x4 =
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3tG3 GO12
LOADTNG (tts'rcLL 80.0fcDL 10.0scLL 0.0scDL 10.0
SPAC'VG 2-0-0
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Lumberlncrease 1.00
Rap Str€ss ,rcr NOCoda UBG94
cs,TC 0.24BC 0.08wB 0.@
(Mafiix)
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MinLengthlUdetl=24O
PLATES GR'P
M2o(209a) 12783
Weight: 16 (lbs)
LUMBER BRACING
TOp CHORD 2X6SPFS 16fiF1.8 TOP CHORD Sheathad ot &!o.0 on cenEt pufin sPacing.
BOT CHORD 2 X 4 SqF:s 16fiF 1.#, BOT CHOP,D Md cding &ectly aprtad, or 1A0S@ on centet bndng-
REACnOTVS 0Dvs,Ze) 1=360/O-?E,3=340-3S, zFg?',oira
Max Hotz 1=69(bad case 3)
Max Uplift 1:7(load case 3), 2:64(load case 3)
Max Vert 1=386(toad casa 5),3=360oad case 1), 2-'324(load case 1)
FORCES
TOP CHORD 1-2:158
BOT CHORO 1-?0
itorEs
7,, t?rts t/uss tas D ean checked hr unbalanced loedng condtions abo.tt ioint 2.
6 nl" trus's na" Oeen deggned tor the wind loads ge-nerated by 80.0 m.p.h, winds at 25.0 feet abova ground ts,vel, ustng 5.0 P.s.f. top ahord dead bad and 5.0 F
bottom chod dead toad,-1OO.O nfles from hunicine oceanline, on e citegory t enchsad buddng, of dimcnsions 45.0 by 24.0 with expsar€ C (ASCE 7'93)'
Lumbar lncrcese = 1.33, Plate lncrease = 1.33. Both end votlicals an exposad.
g) S,MPSON H2.5 connecto/s recomnended to connect ttuss to beaing wals duo to uqn as fottows: One connector at Joint(s) 1 , 2.
LoltD CASE(S, Standad
#"4rF--%
IlT.k Indu3lrl.r, lnc.
A WNUWE - Veifi d$ign parametns and RMD NOTN ON THIS AND REWRSE SIDE BEFOM USE,
Design valid lor use only irith Milgk'connectors. This design is bas€d only upon pa.amelers shown, and is lor an individual
bdlding compon€nt to b€ inslalled and loaded verticslly. Applicability ol design pararn€ters and prop€r incorporalion ot
clmponent is responsibiliv ol building designgr - nol lruss dosign€r. Blaclng shown is lor lateral support ot ndividual web
memboas only- Additional lemporary bracing lo insur€ stability dr.r ng conslruction is the responsibilily ol lh6 ereclor Addilional
p€rmanent bEcing of lhe overall slructure is the l€sponsibility of th6 building designer. For g€neral guictance regarding
fabncalion, quality conliol, storage, delivery, srection, and bracing, consull OST-88 Ouallry $andaid, DSB49 Brrclng
SFoclffcatioo, and HIB-9! Handllng Inrt lllng and Braclng Rccofimend lon availabl€ l.om Trur! Plata Insdt te, 58i, D'
Onolrto Drtur. M.dl.on. Wl 53719
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EDWARDS BU'LANG CENTER VNL COMMON A
Truss Type
ROOF IRUSS
6.01fiz
PLATES
M20(209a)
Weight: 21 (lbs)
DEFL (n) qoc) ldef,
Vettu) 0.01 1f3 999
V6tt(TL) O.01 t3 999
Hotz(TL) 4.00 2 n/a
Min Length / LL delt = 240
SPAC/VG 2-O0
Pafes ,rclpase 1.00
Lumber lncrcase 1,00
Ropstsss,nct NOCode UBC-94
BER aRAcrrVG
cHoRD 2 X 6 SPF S 1650F 1.5E ToP CH1RD Sheethed ot EG? on canter pufin sqaclng'
cHoRo 2X4S'?FS 1650F 1.5E BOT CHORD RiSid ceiling drecty apfred, ot 1a0G00 on canter bncing.
(lbdslze) 1=712rur8, 3=364$8, 2=31 6t$r8
Mex Hotz 1:ln(load case 5)
Max Ufrtt 1--550oad case 3), 2:63(load case 3)
CHORD 1-2:157
T cHoRD 1-3=0
Irris trrss lres beon chacked for unbalanced loadng condlions ebout@nt 2.
It is truss ,ras teo n deslgned lor the wind loads geierated by 8O.O n.p.h. winds at 25.0 feet ebove g@und level, using 5.0 p-s.t top chord dedd load and 5,0
boatom chord deed had, 1@.0 1;71es fiom hunicane oceanfrne, on a citegOry I enctosed buldng, ol &nensions 45.0 by 24.0 with exposure C (ASCE 7'93).
Lumber tncraaso = 1.33, Hate Incrcase = 1.33. Both end vetticab arc axPosecl.
STMPSON H2.5 connecto9 rccommended to connect truss to baaing wals due to uph'ft as lollows: One connector at ioint(s) 1, 2.
CASE(S, Standad
A WAwWe - Vcrift dcsirn Darameten and READ NOTES ON THIS AND REWRSE SIDE BEFORE USE.
Dssign valid tor us€ only i,ith Mllio|.connoctols. This design is ba6ed only upon paramet€rs shown, and is lor an indi!,rdual
b{.rilding component to be installed and loaded vertbally. Applic€bility ol d€sign paramelels and propgr irrcoporation ot
@rnponent is rosponsibility of building dgsigner - nol truss desioner. Bracing shown is for late.al support ol individual web
members only. Additioml iemporary bracing to insuro stability dudng conslruclion is th6 responsibilit of ths oreclor Additional
peman6nt bracing of lh€ overall slructur€ is the Gsponsibilily ol the building cl€sign€r. For g€neral guidance regading
labrication, quality cfitrol, storag6, (blivery, orection, and bracing, consult OST{A Ourltly Standrrd, DSESS Braclng
Specltlcallon, and HlB4l Hrndllng Instllllng and B.ecing Becommendrdon availablE from lluas Plai! Instltut€, 543 D'
Onolrlo Drlvc. Mrdi3on. W 53719
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Truss Type
ROOF TRUSS
6.0l FZ
PLATES CRIP
M20(209a) 12783
Weight: 23 (,bs)
DEFL Ail @c) Ydell
Vett(LL) 0.04 1n 999
Ved(TL) 0.06 1/3 999
Hotz(TL) -0.00 2 n/a
MinLength/lldett=2/n
SPAC/VG 2-&O
Plates lncrcase 1.00
Lumbet tncrcase 1.00
Rap Strass ,nc. NOCode UBG94
BER BRACING
CHORD 2X6S?F-S 16fiF 1.SE TOP CHORD Sh'athed or &G0 on canter Pudtn sPacing.
cHoRD 2 X 4 SqF-S 16ilF 1.5E BOT CHOFO Rigid ceiling dncty ep4ed, ot 1o00-(n M centet bncing.
cTfONS qbds:lze) 1=56W&8, 3=5&f}98,2=il&rg
MaxHorz 1=1040oad case 3)
Max Uplilt 1:13(load case 3), 2:970oad casa 3)
Max Veft 1=5860oad cese 5), 3=56(load case 1),2=n4@adcase 1)
CHORD 1-2=-238
T CHORD 1-3=0
C/lsEfS, Standad
1116 firss ,as bee n checked for unbalancod loadng aondilions about hint 2.
Itfu fn ss tas bee n dedgnod hr the wind toads geiented by 80.0 m.p,h. winds at 25.0 feet above gtound level, using 5.0 P's.t. toP chod deed lodd and 5.0
boftom chord dead toad,1(n.O rites tom hunicine oceanfrne, on a citegory | anctosed buitding, of dmensions 45.0 by 24.0 with exposure C (ASCE 7-93).
Lumbet lncreasa = 1.33, Plate lnc'€,ase = 1.33. Both and vetticals arc exp,osect.
SI,MPSON H2.5 connectors rocommended to connect truss to beaing walts due lo uNft as follows: One connector at ioint(s) 1 , 2.
6pstuT'',.
A, uaWtUC - Vetifi desis parametas aad READ NOTES ON THIS AND REWRSE SIDE BEFORE USE.
Design valid fo. use only iith Mlfok conngctors. This d€sign is basod oflly upon paGm6t6rs shown, and isJor an individual
building componont to bo install€d and loadod vedically. Apglicabllity of doslgn param€t€rs and prop€r inclrporation ot
component is responsibility ol building desiqnea - nol truss designor. Bracing shown is lor latelal suppod ot indMdual web
rnernbers only. Additional lemporary bracing lo insure stabiliiy durirE conslruction is the responsibilit ol lhe ercctor Additional
p€rmanenl bracing of lh€ ov€rall structuE is the responsibility ol th€ building designer. For g€neral guidance r€g8rding
labricalion, qualily conlrol, storage, delivery, erection, and bracing, consult OST{8 Oualny Standard, DSB{9 Bracing
sp.ciffc.llon, .nd HlB.91 Hanallng Inllalllng and Brac.lng Rcconmond.lion available trom Truls Plat! InsdtrJt., f'83 D' IlTck InduflfleS, Inc.
Onof.lo Ddve, Mrdbon, lltl 53719
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EDWARDS BUIL.DING CE/|/7ER VAIL COMMON A U458931
Truss Type
ROOF IRUSS
tl't-11
6.o114
PLAIES GR/,P
M2o(2W) 12783
Weight: 30 (lbs)
DEFL (n) (bc) Ydef,
Ve,t(LL) 0.04 1n 999
Veft(TL) 0.06 1/3 999
Hotz(TL) -0.00 2 n/a
Min Length / LL detl = 2tl0
sPACrrvG 240
Plateslncrease 1.00
Lumber lncrcase 1.00
Rspsf€ssrncr A/OCode UBG94
LUMBER BRAC,NC
TOp CHOFD 2X6 SPF-S 16fiF1.ffi TOP CHORD Sheathed or 6.Go on center pufin spacing.
T CHORD 2 X 4 SqF-S 16fiF l.SE BOT CHORD Ri(N ceiling dreciy app{ed, or 1t0O-@ on center bncing.
REACiIONS 4bs&ize) 1=912/0.58, 3=5&V&8, 2=496tur8
MaxHotz 1:1800oed case 5)
Max UNt 1:610oad case 3), 2--96(load case 3)
FORCES
TOP C,HORD 1-2:237
BOT CHoRD 1-3=0
,VOIES
t, It,s tzrss hes be en chacked lor unbalanced hadng condlbns about Nnt 2.
i1 fn; truss nes Oeen designed for the wind bads ganentecf by 80.0 n.p.h. winds at 25.0 faet abova-gmund level, udng 5.0 P.s.f. toP chod dead load end 5'0' bofrom chord dead bad, 1OO.O miles fiom hunicine oceanliie, on a citegory I lnclosed bu dit g, ot dimenslons 45.0 by 24.0 with exposurc C (ASCE 7-93)'
Lumber ln$ease = 1 .33, Hato tncrcase = 1 .33. Both end vatlicals erc exPosod.
3,, STMPSON H2.5 cannactors ,acommend^d to connlct ttuss to beeing walts due to uilft as Wouts: One connec/.or at ioint(s) 1' 2.
t OAD cAsE(SJ Standard
S:ffi
A WnUWe - Verifi *sisn paramcws aad READ NOTES ON THIS AND REWRSE SIDE BEFORE USE.
Design valid lor use only iith Mlf€k_connoctors. This d€sign is bas€d only upon paBmet66 shown, and is toa an individual
building component to be inslallod and load6d vorlically. Applicaulity of design paramel€rs and prop€r incorporation ol _ _--'
componont is responsibility ol building designsr - not truss designor. B€clng shown is for lateral suppon ol individual web
membors only. Additional temponry bracing lo insure stability during construction is the r€sponsibility ol the 6rector. Additiooal
i""ffiffi::A:1f"1",',litrIiiJfS""J"":"'ff;:llTiy#JB:iilit%+TfH;[flgil;lii"ffif.il:3fl:llg lttll
Spoctfcatlon, and HlB.91 Hanallng In.lelllng rnd Braclng Re;ommondrtion availabt€ lrom Tru$ Pl.tc Inditut6,-58i) D' IlTak hduattlaa, InC.
Onolrlo Mve. Mrdlaon. wl53719
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EDWARDS BUILANG CENTER VAIL COMMON A U458932
ruston lruss Monlrosa 33{,N e sep ZU TVyO Mlt AX lnA,USUteS, tnc. Utet' trev
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TCLL 80.0TCDL 10.0BCtl 0.0BCoi- 10.0
sPACrrvG 2-O-O
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Lumber lncrcasa 1.00
Repstnassrrcr A/OCde UBG94
cs,TC 0.90BC 0.26wB 0.00
(Mauix)
DEFL (n) (,oc) Ydefl
Vert(,I) 0.09 1f3 922
Veft(TL) 0.11 1n 737
Hotz(TL) 4.00 2 n/a
Min Length / LL defl = 240
PLATES
Mneosa)
Weight: 27 (,bs)
EHP
127/p3
LUMBER BRAC,,Y6
TOP CHORD 2X 6 SPF.S 16fiF 1.5E TOP CHORD
BOTCHORD 2 X 4 SPF-S 16fiF 1.58 BOT CHORD
REACT,ONS qbs/size) 1=655tU98,3=66/&38, 2=589/0-rg
Max Hotz 1=1$0oad cdse 3)
. Max Upfifi 1:160oad casa 3),2:1130oad case 3)
Max Veft 1=681\oad case 5), 3=660oad case 1), 2=5890oad case 1)
FORCES
TOP CHORD 1-2=276
BOT CHORD 1-3=0
toTEs
t) Ir,,s ftuss ,,as 6 een checked lor unbalencad loadlng conditions about iolnt 2.
2) ftrs truss t€s D6en deggnad lor the wind loeds genented by 80.0 n.p.h, winds at 25.0 fBat al
bottom chord dead toad, loo.o ,riles trcm hunicana ocaanlina, on a catagory I onclosed bullcln
Lamber ,ncraase = 1.33, Plata tnc'eesf = 1,33. Both end vedica|6 ara ex,f,sect.
3) STMPSON H2.5 conniclo's racommanded to conneai truss to beaing walls due to uilft as tol
IOAO OISE(S, Standard
sheathed or &60 on centar pudin spacing.
Rigid celing direcv apqed, or 10-0000 on conter bncing.
nw ground level, using 5.0 P.s.f. toP chord dead load and, 5.0 p
g, ot dimensions 45.0 by 24.0 with axposurE C (ASCE 7-93).
'o,ttts: one connector at jolnt(q 1, 2.
Ko9f5oo)7(r6C,,i*::'igd
52
A W,qnXmC - Verifu desigx parameter and READ NOTES ON THIS AliD REWRSE SIDE BEFORE IJSE-
Design valid for us€ only $/ith SiTgk connectots. This design is based only upon param€l€rs shown, and is lor an individual
building component lo be install€d and loaded vodically. Applicability ol design paramel€rs and proper incorporation o{
componenl is responsibility of building d€signer - not lruss d€signer. Bracing shown is fof laleral support ol individual web
mombers only. Addidonal tefiporary bracing lo insurc stability during co.tstructbn is the r€sponsibility ol ths erector Addilional
permanenl bracing of tha overall slructure is lho responsibility of the building d€signer. For genoral guidance regarding
fabdcation, quality cdnirol, storage, d€livery, 6r€clion, and bracing, consuft OST.88 Ouallty Strndsrd, DSB€ Eroclng
Sp€cifictll,on, and HIB-91 llandllng Inatalllng.nd Br.cing R.comiFndallon availabte llom Tlus. Plale h3r[uto,58i, O'
Onotrio Odvq lradlson, Wl53719
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EDWARDS BUILDING CENTER VAIL COMMON A U/'58933
3ronTGT#6sA s, tnc.
, -2-G0 , el1{
Mon Nov 11 09:01:36 1996 Page I
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BCDL 10.0
SPAC"VG 2-0-0
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Lumb$ lncrcase 1.00
Rep St ess ,tcl NOCoda UBG94
cs,TC 0.90BC 0.25wB 0,00
(Matnx)
DEFL (n) (,oc)
Veft(U) 0.08 1/3
Veft(TL) 0.10 1n
Hon(TD 4.AO 2
Min Langth / LL defl = 240
Ydall
957
766
n/a
PLATES ERIP
M20(209e) 127/93
Weight: 36 (lbs)
LUMAER
TOPCHORD
BOT CHORD
REACI|O TS
FORCES
TOP CHORD
BOTCHORD
frorEs
2 X 6 SPF^S 1650F 1.5E
2X4 SPF€ 16fiF 1.5E
(tbs/Cze) 1=1007/6UE, 3=6A0-78, 2=581/U*E
Max Hotz 1=-180(load case 5)
Max UNft 1-'440oad cas. 3), 2:112(toad case 3)
1-2=-275
1-3.0
BRACINC
TOP CHORD Sheathed or +9-5 on center Pufin spacing-
BOT CHORD REid cefing dirccfr apdled, or 10-0G@ on centet bncing.
t) 7t [r tuss t €s , oen checked tor unbalanced loadng condtions about ioint 2-
6 zl;is Uuss nas Oeen deggqd fot the wind loads geiented by 80.0 m.p.h. winds at 25.0 taet above g@und tavet, using 5.0 p.s.li.top chord daad loed and 5.0
botton chod deed !oad,1OO.O nfles fiom hunbine ocaanfrnC, on a cidgory t enclosad buflding, of dnanslons 45.0 by 24.0 wlth exposure C (ASCE 7'93)'
Lufirf,er ln easo = 1.33, Hate lncrcase = 1.33. Both end vedicab arc exPosed.
3) STMPSON H2.5 connecto9 recommended to crnnect tnJss to beaing wals due to upfift as ffiows: One connector at ioint(s) 1' 2'
LOAD cASEfS, Standad
f,$'4:,R
A VSRNI'\e - Verifi tusign parameters and READ NO'1ES ON I'HIS AND REVERSE SIDE BEFOM: USE.
Design valid lor use only with JtlIId( conn€cloG. This design is based only upon parameters shown, and is for an individual
building compoient to be install€d and load€d verlically. Applicability ot design parameters and prop€r incolporation of
component is Gspor'lsibility ol building d€signer - not truss designer. B.acing shown is lor laleral support ol individual web
momb8rs only. Additional lemporary bracing lo insure stability dudng construction is th€ rosfmnsibility of th€ erector Additional
p€nnanent bracing ol lhe overall slruclure is the r€sponsibility ot tho building (bsigner- For gsneral guidance regarding
tabficaton, quality control, slorage. delivery, oreclion, and bracino, consult OST€8 Quellty Standaid, DSB{g Bracing
Spociflcalion, and HlB4l H.ndllng In3talllno and B6cln9 Rocommcndatlon availat € from Tru.! Ploto Inelltuls, 583 D'
Onofio Drlv.. adllon. Wlsit7tg
IlllT.k lndu3lrl.., Inc,
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TOP CHORD
@ n, ; 6 F = 6 P P :., tr s, r' s, t) - pd D
l $iEiiai lal3giEE
$$g if r$$ FE$ +g3i3FFg
*3 g€r €i fl;aF=Eia* aiE fl;f aa arr $u ,=i *;; *rEq ?4i 3+gE i+ e
g +[ ia 3i =FHatt Ep
"F;
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'i;
ai$f il fu ;= ;e ss *q +s :+ ;E a3
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'e gB
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= r-:-' *lq'13i ss -igB qq u'g' € $.q-u :?+..,.
i-
lsee-42
Iruss
T01
Trussrype t
ROOF TRUSS
atv PIy
2 EDWAROS B.JTLDNG CENTERVATLCOMMON A U458931
2.105
6.00FZ
usties' lnc' MonNov11 09:o1:3E 1996 Pi
1 ,-1C6 | '&l' I g?-, | 1lL
2-rG6
5x8 =
3
2-t06 2-lG6
I
I*l5lTI
",l
lqrtql.o.
5x8 =
, 2-912 t 1913 l /L912 | 6912 17-7-111 9+12 | 1l-S I
141 G11t5 2-GO G915 2-1-1 ',l-s'12
LoAANo (ILr'TCLL 80.0TCDL 10.0BCIJ- 0.0BCDL 10.0
SPACn G 2-0-0
Platas lncl"ase 1.00
Lumb€r tncrcase 1.00
Rep Sfross ,nc. NOCode UBC-94
cs'fc 0.15BC 0.23wB 0.68
(Mabix)
DEFL Ail (loc) Ydel,
Vetl(LL) 0.05 9/6 999
Veft(TL) 0.06 9/8 999
Hoa(TL) 0.01 5 n/a
Min Length / LL dett = 24t)
PLATES
M20(209a)
Weight: 79 (lbs)
ORTP
12783
TOP CHORD 1-2=-4324, 2-3:4049, g4--4164, +54437
BoT CHoRD 56=3896, 6-7=3894 7-s=2641, &9=2641,9-10=2641, 1&11=3798, 1-11=3798
tVEgS 2-10--269, C10=1770, &7=1957, +7--257
MrES
1) 2-fu truss to be connected togethar with lod nai.s as tofiows: Top chotds connect€d with I mw(s) at 6 inches on
ceiter. Bottom chotds cannected with I row(s) at 7 Inches on center. Webs connected with I rcw at 6 inches on
centef.
2) Itis frrss ,as b een desj(,ned hr the wind toeds generatad by 80.0 m.p.h. winds at 25.0 teet above grcund l6vel, using
5.0 p.s.t. top chotd dead toad and 5.0 p.s.f bottom chord dead load, 100.0 ,tfl6s lrom hunicane oceanfine, on a
caiegory I indosad bufldng of dmensions t15.0 by 24.o with axposurc C (ASCE 7-93) . Lumber Increase = I .33,
Plate lncreaso = 1.33. Eoth end vetlcals are exposad.
3, SIMPSO , tUS2 8 recomt:€nded to suppo,t concentnted bad fmm mambor(s) peryendcular to ttuss at ioinb(s) 7. et
hinb(s) 11,9, 8. etrb,hfs(s) 6.
roAD clsE(s,
1) Lumber lncrease=1.00, Plate lncrease=I.00
Unitom Loacts 4bs per fr)
Veft:1-F-180.0, 2-3=-180.0, C4:180.0, +#-180.0, ,6=20.0, &7:20.0, 7-8--20.0' &9--m.0, 9-10:20.0'
1&11=-20.0, 1-11:20.0
Continuad on pege 2
LUMBER
TOP CHORD 2 X 6 SPF-S 1650F 1.#
BOT CHORD 2 X 8 SPF-S 19ilF 1.78wEas 2x4 SPF-S Stud
REACITONS (lbs/slze) 1=3132,/O-rE, 5=260Ut U8
Max Hotz 1:29(toad case 2)
Max U{tt 1--3080oed case 4), 5'-249(oad case 4)
FORCES
BRACING
TOP CHORD Sheethed or &OO on canter gtrtn spacing.
AOT aHORD Rigid ceiting dirccny aPqad, or 1GOG00 on centar bracing.
ae"- -j
lllTrk hdurtrler, hc.
A w,*wtUe - Vcify dzsign parumetets an/. READ NOTES ON THIS AND REVI:RSI SIDE BEF)RE UsE.
Design valid lor use only wdh MlTok connectors. This design is based only upon parameters shown, and ls lor an individual
bullding compon€nt to be installed and loaded venically. Applicabilily ol design parametors and proper incorporalion of
compooenl is rosponsitility ot building designer - nol truss designer. Blacing shown is lor late€l support ol individual web
members only. AdCilional temporary bracing to insure slability during construclion is lhe responsibility of the erector. Addilional
p€rnanent bracing ol the overall struclure is the responsibility ol lho buildang desioner. For general Ouidance regarding
fabdcation, qualily control, slorago, delivory, erection, and bracing, consult OST.8A Ouality Stenda.d, DSB'89 Braclng
Specltlcltlon, and HIB-91 Hlndllng Ingtalllng .nd Bracing Recom.n€ndatlon availablo lrorn ltuss Pl.le In3tltuio, 58:t D'
Onolrlo Orlvo, Medison, Wl53719
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EDWARDS BUILDING CENTER VAIL COMMON A
Truss Type
ROOF TRUSS
1 09:
clrsEls,
Conccntntad Loads 0!^s)
Veft:1=-655.0, 6=-360.1, 7=560.1, 8:655.0, 9='655.4 1 1=-655.0
fu;;;'C
A, W.S&NINC - Veify dzsigt parametets and. READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE.
Design valid lor use only with MlTek conn€ctors. This design is based only upon parametels shown, and is lot an individual
buifding component to be inslialled and loaded v€nically. Applicabillty ol design pa€meteG and proper incorcoration ol -t-t-
'tr;ffi'aiqflfr*ffi#iili1lifit#tr{:pil,ii#,trd
ffia*hlj''-" i|tl
Specltlcatlon, .nd Hla-91 HandlinE Installlng rnd Brrclng Recommendallon availablo lrom Tru3s Pl0to Instltute, 483 o' lllTck Induatrle3, Inc.
Onoarlo trve, Mrdbon, Wl53719
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9 6 F 6 F = e- e F
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1
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ROOF IRUSS
atv
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t
EDWARDS BULANG CENTER VAIL COMMON A U458935
4x5 z
4
3.300 6 Sep 20 1995 MiTek lndusties, lnc. Mon Nov 11 olr:sl:42 leeo rage
6x8 =
o
slon lruss Morltose
3X4 \
4x6 t
3qI@
bffi qI9o99
6x8 =
8x8 \
13 12
8xB =
8x10 =
11
5x8 =
10
4x4 =6x8 =8x8t
I 7-44 | 16GO |. 22+O | 2mO | 3ru{ |
714 &8-O 6-04 4{)4 10q)
teta oltse5 Q(,v: [1:61-4,60-0], t1:OO12,C2-OI, t7O2-8,$C81, [9:0-0-8,62-0], t9:G1-8,AeOJ, [12:&0-0,0-5-8], [13:0'O-0,G2'O]
OADNA 0L.0cLL 80.0cDL 10.0tcLL 0.0tcDL 10.0
SPACTVO 2-e0
Phtes lncreasa 1.00
Lumber lncrcasa t.00
Rep Sfess ,rrct ,VOCoda UBC94
cs,TC 0.86BC O.EswB 0.98
DEFL Ail @C)
Ved(LL) 0.42 6
Veft(TL) 0.52 6
Hotz(TL) 0.19 9
MinLenglh/Udell=240
Udet
999
E21
a
PLATES GRIP
M20(20ga) 12783
Waight: 259 obs)
EI cTtONS (lbshize) 1=3563/$7-1 (nryt: 0-&8),9=3921O-7-8 AnNt: Grs)
Mex Hotz 1--118(oad case 2)
Max Uilft 1:2610oad case 4), 9:310(loed case 4)
ORCES
'OP CHORD 1-?-6541, 2-3--5977, 94:5977, 45=-4356, 5,6='4352, 67:5948' 7-8=-5588' &9--6t160
tOT CHORD 9-10=5698, 1611=4993, 11-1859tt8, 12'13--5948, 1?14=4908' 1-14=5795
f,E&t 2-14=727, tt-14=852, tl-13:1t105, *13=2852, &1Y2685, 611--1108' 7'11=1940,7'10=482' $10-7U
IOTES
:1 Thts truss has been designed fot ths wind bads generated by 8O.O m.p.h. wlnds at 25.0 feet above gound level, using
5.0 p.s.f. top chod dead (oad and 5.0 p.s.f bottom chord deed load, |ULO miles from hunicane oceanfrna, on a
cat6gory t 6ndo*d bunding, ot dmen:ions 45.0 by 24.0 with exposurc C (ASCE 7-93)- Lumbet tncrease = 1.33,
Plat lncrcese = 1.33. Both end veficals are expo*d.
) S/MPSO / H2. 5 co nnectoB ncommended to connact truss to beadng w€lls due to u$tft as hflows: Ona connector at
loint(s) 1, 9.
t) Requirad beaing stze at jcint(s) 1, lt Waterthan inPut boedng size.
.OAO CASE(s, Strndard
.,I},BER
'oP cHoRD 2 X 6 SPF-S 1650F 1.5E
toT cHoRD 2X 6 SPF-S 16flF 1.5E
YEAS 2 X 4 SPF-S Stud 'Ercept'
1&5 2 X 4 SPF-S 16WF 1.5E, 13-6 2 X 4 SPF-S
11-72X1SPF-SNo.3
TTHERS 2X6 SPF-S 1650F 1.8
WDGE Left:2X6,Right:2x6
165p.F 1.5E WEBS
ARAC'NG
ToP cHoRD Shaathed.ot 2'1'3 on centet pu in spacing.
BOT CHORD 1-14:&gO, 1&14:610, 12'13:&C0' 11'12:6'9.0, 10-11:6'?0'
9-10:6tO.l Row at midpt +13, 1&5, 156, 11-6
REG/
fjldf...e$t
A UA,WtUe - Verify design parameuts and READ NOT ES ON THIS AND REVERSE SIDE BEFORE USE.
Dosign valid for uso only with MiT€k connoctors. This de€ign is based o.rly lpon parameteB shown, and is lor an individual
building component to be instiallod ahd loaded verlically. Applicability of design parameters and propor incorporation of
componont is responsibility ol building designer - not truss designef. B€dng shown is lor laleral suppon ol individualw€b
mernbels only. Additional temporary b€cing to insure stability du ng construction is the r€sponsibility ol the eroctor Additional
pemanent bracing ol lhe ovgrall struciure is the aesponsibility ol lhe building d€signe.. For g€neral guidance regarding
labicalion, quality control, slorage, delivery, orection, and bracing, consult QST-88 Oudity Standald, DS+89 Braclng
SFcncrrion, and HlB41 Handllng Inatalllng rnd Brrcing Rocommanddlon avaibble lrom ltu3a PlaL lnsllrutg, 583 D'
Onofrlo D.lv.. il.dlson. Wl53719
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ig igl
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fruss
TO3
TrussType !
ROOF IRUSS
atv Plv U
EDWARDS BUTLilNG CENTERVAILCOMMON A U458936
'sbr fn ss Mo''arose 3.31n A sep ZU I W3 Mt I er rnCtusntes, trle.,v,vl
4x5 \
AJ
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4St
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4
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6x8 =
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8x8'-
' p :eol,o'z-ol, [s:c1'8,6&0], [1 s:O+o,A'$8]' (1 4:GO-O'O2-OI
:oADfiG (psl)tcu 80.0tcDL 10.otctJ- 0.otcoL 10.0
sPAcrrvo 240
Plates lnc,€ase 1,00
Lumbet lncrcasa 1.@
Rep St ess ,rc. NOCoda UBG94
cs,TC 0.73BC 0.83wB 0.97
DEFL 0n) qoc) Ydelt
Ven(U) 0.40 6 999
veft(TL) 0.50 6 849
Hon(tL) 0.18 I n/a
MinLength/tJ-delt=240
OR'P
127R3
PLATES
M20(209a)
Weigttt: 268 (lbs)
.UMAER
toPcHoRo
,OT CHORD
MEBS
)IHERS
MEDGE
?EACrtO'VS
EORCES
rOP CHORD
3OT CHORD
fi/EBS
UOTES
t) Irris fn ss tas ! een designed hr the wind toads Wn€nted by 80.0 m.p.h. winds at 25.0 feet above grcund ldvel, ugng
5.0 p.s.t top chord deadhad and 5.0 p.s.f bottom chord dead lodd, 100.0 nfres lrcm hunicane oceantna, on a
cat6gory I |naosed buflding, ot dmenions 45.0 by 24.0 with expsurc c (ASCE 7-93). Lumbat lncrea56 = 1.33,
Plete lncrcasa = 1.33, Both end wfticals ere exposed.
2) STMPSON H2.5 cnnnactors rccomm€nded to connect ttuss to beadng wafis due to ufift as foltows: One connector at
jdnt(s) 1, 9.
?) Reqrire'd beaing slze et loint(s) 1, I greatet than lnput beaing sae.
LOAD cAsE(s, Standard
2X6SPF-S 16frF 1.5E
2 X 6 SPFS 165p/F 1.5E
2 X 4 SPF-S Strrd 'Ei(cept'
1/t-S 2 X 4 SPF-S 165oF 1.5E
2X6SPFS 16fiF 1.5E
Left2X6,Right:2x6
BRACING
,. TOP CHORD Sheathed or 2-2'7 on center pulin spadng-
BoT CH o RD 1 -1 5:&3'0, 1 + 1 5:&&0, I U 4:a.3.0, 1 2'1 3:6?0' 1 1' I 2 :&?0,
1.o.l1:63.0,9'10:&?0.wEBs I Row at midpt +14, 1+5' 12'6' 11-8
2Rows at 1'/3PE 1+6
qbs/sae) 1=3$YO-7-1 (tnptt: 0-?8), 9=3922/0'7'13 (nput: Or8)
Max Horz 1--1180oad casa 2)
Max UNfi 1--261(toad case 4),9--310(load case 4)
1-2:6527, 2-3:5859, &4--5859, +5=-43ffi, nl6=4350, 67--5167,7-8--5185' &9=-6396
9-10=5656, 1611=56fi, 11-12=.t634, 12-13=5167, 1?14=5167, 1+15=4911, 1'15--5783
2-15=-757: +15=761, +14-1413,
'14=3029,
e14=-2308, 612=-728,7-121969,7-11=619' &11:1147'
&10=118
f'J:tl;f-\
28252 I ^
A WnVtf'"C - Verifi dcsign parametcrs awl uEAD NOTES ON'I-HIS AND REVERSE SIDE BEFORE USE.
Dosign valid for use only wilh MlTek oonngcloG. This d€sign is based only upon paramolerc shou/n, and is lor an individual
building compon€nt lo be installod and load€d vedically. Applicability ol design paramelers and prop€r incorporalbn ol
conponenl i5 responsibility of building designer - not truss designer. Bracing shown i6 for lateral support ol individual web
memb€6 only. Additional tehpo.ary bracing to insu.e sl,ability during constr&tion is the responsibility ot the erector. Additional
permanenl blacing of the ovorall stnrcturc is tho responsibility ol h€ building d€sign€r. Fof genoral guidancs r€garding
fabrication, quality control, storage. deliv€ry, ereclion, and bradng, coisult OSTSS Quality Slandard, OSB€9 Braclng
Sp€clllcetlon, and HIB-gl H,andllng Inslalllng .nd Bracing Rccommend.lion available lrom Tlus! Platg Inltnds, 583 O'
Or|ofrlo lHr.o, lr.dbon. Wl 53719
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,late ot^rets O(,Y): F:G1-4,O,41, 11:Oo-12,A241, [5:AGO,G3-12], F:a2-12,0-2-121, [10:O-1-E,AOO], [10:O-6s,o24], ry3:.AC0'W81, t14:0-0-0'42'01
:oADtNG(pst1tcLL 80.0tcDL 10.0)cu 0.0,cDL 10.O
SPAC'VC 2-G0
Pleteslncreese 1.00
Lumbot lncreaso 1.00
Rspsfessrrcr NOCode UBG94
cstTC 0.92BC 0.83wB 1.00
udelt
999
882
nla
DEFL (tn) (loc)
Vettq) 0.39 6
Veft(TL) 0.48 6
Hon(TL) 0.18 10
Min Length / LL det, = 240
GR'P
12783
PLATES
M20(mga)
Weigft 2e0 (lbs)
'-UMBER
rOP CHORD
3OT CHORD
AlEBS
STHERS
WEDGE
REllcTrorvs
FORCES
roP cHoRo
80T CHORO
n/Eas
tt oTEs
2XSSPFS 16fiF 1.5E
2 X 6 SPF-S 16fiF 1.5E
2 X 4 SPF-S Stud 'Except'
1452X4SPFS16&F1.5E
2X6 SPF-S 16ilF 1.5E
Left:2 X 6, Riglrt:2X 6
BRACING
ToP CHORD sheathed or 1'9'2 on cantar Pu n spacing.
BoT cHO F,D 1 -1 5'F.3-0, 1 + 1 5:&?0, 1 ? 1 4:&}0, 1 2'1 3 :6'X0' 1 1'1 2;6?0'
1a11:6-90.WEBS 1 Row at n lclpt +14, 1+5, 1+7' 12'9
2 RowsatlnPE 1+6
\bslslze) 1=356EO-7-1 Qnput O-?8), 10=3922/A7-13 AnNt OrB)
Max Hotz 1--1180oad cese 2)
Max Ufrlt 1--261(load case 4), 10---310(load case 4)
1-2:6527,2-3=-5859, C4=5859, +5..4s56, 5i6=t&tl4, &7='4t194,7'8='4770, e9--4770' 9'10--4220
1 01 1 =551 O, 1 1 -l 2= 551 0, I 2-1 3= 4263, 1 I I 4=449 4, 1 * I 5=49 1 1, 1 - 1 5=57 &t
2-15:757, +15=761, +11P1413, *14=3196,614='2196,613:U8,7'1Ftt69,7-12=741, *12=-1397'
9-11=138
tJ fhis trrss tas b een designed for the wind loads gene'f]tod by 8O.O m.p.h. winds at 25.0 leet ebova Wund levet, using
5.0 p.s.f. top chotd deed toad and 5.0 p.s.t bofrom chotd dead load, 1N.0 niles trcm hudcane ocaannne, on a
catigory I 6ndosed buitdng, ol dmansions 45.0 by 24.0 with axposulo C (ASCE 7-93). Lurfier lncr€ase = /.33,
Ptata lncaasa = 1.33. Both end va icals an exposod.
2) S/MPSON H2.5 connecto's racomnended to connect bttss b beeing wats due to u4lt es fotrows: One connactor at
toin(s) 1, 10.
3) Requi'€d boadng sae atjolnt(s) 1, 10 gneaterthan in4rt beaing sae.
IOAD CASE(S) Stande/id
ffi"T''tn
z 252
A WdnmUC - Vetifi dzsign param*en and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE.
Design valid lor use only with MlTek conn€ctors. This desiqn is based only upon paramelels shown, and is for an individual
€
I
lllT.k ldustrler, Inc,
building componenl lo b€ installed and loaded v€rtically. Applicability ol d€sign parameters and propsr incorporalion of
compon€nl is responsibility of building design€r . not truss designer. BEcing shown is for lateral support of individual web
momb€rs oally. A(Hilional temporary bracing lo insur€ st€bility during construction is the responsibility of th6 er6ctor. Additional
peman€nl bracing ot the overall struclur€ is th€ responsibility ol lhe building designer. For gen€ral guidance regarding
fabdcation, quality conlrol, slorage, delivery, erection, and bracing, consuh (Lll€8 Ouallty Standard, DSB{g Braclng
Spaclilcatlon, and Hl&91 Handllng lnstalllng .nd Braclng Recommamdatlon available iron Tru3a Platc In3lllute, 58i, O'
Onotdo Drive, lriadlso]\ Wl 53719
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2-114 2-11-0 2-OO
rslon lruss Mortrose 3.:nru e 5dP zry lvgc Ml I ex ngusl,rgs' tnc. tne., tYsv .
| 2-114 | tloo | &9{ | 1144 | 13-&0
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Itete Otlsois (X,U: [3:O-C0,61-8], [6:6$0,0181, ft :OO0,0-r8]
toff)tilc(F0rcu 80.0rcDL 10.0scu 0.0ICDL 10.0
sPAcrrvo 2-&.0 | cs'
Plabs lnc/€,ese 1.(n I TC 0.15
Lumber lncrcase 1.00 I 8C 0.65
Reo Si/sss ,rcr NO I WB 0./t4cdae uBc-s4 |
DEFL (n) (toc)
Veft(LL) 0.09 7/6
Veft(TQ 0.11 7/6
Hotz(TL) 0.03 5
Min Length / LL dett = 2/n
Ydell
999
999
a
PLATES GRIP
M20(209a) 127R3
Weight: 87 (lbs)
LUMBER
TOP CHORD
AOTCHORD
WEBS
REACT'OTVS
FORCES
TOP CHORD
BOT CHORD
wEas
,vorEs
2X6SPFS 1650F 1.5E
2 X 8 SPFS 19WF 1.7E
2X4 SPrc Stud'Excopt'
s7 2 X 4 SPF-S 1650F 1.58,3-6 2X 4 SPF-S 16&F 1.5E
(lbs/sac) 1=94990-6..5 Anput: G$6), 5=9855tF6-g (nryt:
Max Hoa 1--450oad case 2)
Max Upfrlt 1*1019(toad cass 4), 5--11080oad case 4)
1 -2=-1 3828, 2-3:1 3582, &4--1 3654, +5:1 39 I 7
,6=1 231 6, &7=82fi , 1 -7=1 21 98
2-7--83, 3.7=6971, ?6=7087, +6=-169
BRACINCfor Cioao sheathed or 6&0 on center purtn spacing'
BOT OHOPA HSid caifing dtocty eppfied, or 1t(,4-00 on center bncing.
o*8)
1) gN tuss to be connected togathat wlth lod naits ts h!!ows: Top chords connect€d wilh 2 tow(s) at I hches on' c6iter. Aofon cnords conneded with I row(s) at 9 inches on cenbr. Webs connected with 1 row at 6 inches on
centet.
2) Iiis hrss lras b een designed for the wind bads generated by 80.0 n.p.h. winds at 25.0 foet abve grcund lewl, uslng
5.0 p.s.l. top chord daad load and 5.0 p.s.f bottom chord deed load, 1N.0 ntres trcm hunicane ocaanlne, on a
caigory I inclosad buwng ol dmonslons 45.0 by 24.0 with axposura C (ASCE 7-93). Lumbet lncrease = 1 .33,
Plate lncrcaso = I .33. Both and wdicars €ts exposod.
3) Srf,dat hang ot connecalon rcqulrcd to d*ibute the bottom chord unifotm load into at dbs.
1) Reqlrcd beadng sae at hint(s) 1 , 5 Water than input beaing gzo.
LOAD CASE(S)
1) Lun ber lncreese=1 .00, Plate lne/ease=l ,00
continued on page 2
Lill't&
28252 i "
A VtAmte - Veily design patameters ard READ NOTES ON THIS AND REVERSE SIDE BEFORE USE.
Design valid lor rrs€ only,rith MlTok connoctors. This design is based only upon paramgters shown, and is for an individual
Tr
Duilding componenl to be rnslallect and load€d v€rtically. ApplicaDility oi (bsqn pa€meters and propor inconoration ol
compon€nt is responsibility ol buildinq (bsigner - nol ttuss designgr. B€dng shown is lor late€l support ot individual web
memb66 only. Additional temporary bracing lo insure stability dudng construclion is lhe responsibility ot the ereclor. Adddional
pemanent bracing ol lhe ovetall struclurc is the responsibility ol lhe building dgsigner. For g€n€ral guidanc€ r€garding
lab cation, quality control, storage, deliv€ry, €r€clion, and bracing, consult OST.8a Quollty Standard, tlsB-8g Braclng
Spocitlcrtion, rnd Hl84l Handllng lnstllllng and Breclng Becomm.ndstlon available from Tru3. Pl.!. In.tllute, 583 O'
Onolrlo Drivs. iradllon. Wl 5:1fl9
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, lnc' Mon Nov 11 09:01:54 1996 PagP 2
.oAD CASETS,,
Unilbm Loads (lbs per ft)
Vert:1-F-180.0,2-3--180.0, X4=180.0, 4*-1K,.0, &6=1508.5, &7--1508.5, 1-7--1508.5
Concentreted Loads (tbs)
Vett:*-360.0
';c.'drbi,,}-\
A ttfenNtuc - Vcrifi dcsign parameters and READ N)TES oN 'I-HIS AND RE]|ER'E SIDE BEF)RE USE.
Design valid lor use only with MIIgk connectors. This dosign is based only upon paraneleG shown, and is for an individual
brillding component to b€ installed and loaded vertically. Applicability ol design p6ram€l€rs and propor incorporalion of
component is rcsponsitility of building designer - not truss designer. Bracing shown is for lat6€l support of individual w€b
members only. Addilional temporary bracing to insure slability during conslruclion is the regonsibility of th€ er€cior. Additional
p€maner bracing ol the ov€rall struclure is lhe responsibility ol the buihing d6sioner. For g€n€ral guidance regarding
fabdcation, quality clntrol, storage, delivery, erection, and bracing, consult OST.88 Ouallty Strndsd, DSB.89 Braclng
Spoclticadon, 6nd HlR91 Hrndllng lnslrlllng lnd Bilcing Recommendation available |rcfl ltus. plate Inrlhuie, 1,8:t D'
Onofrlo Drlva, lladlron, Wl 53719
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{6us6tre-Mont/"aso --3.sn a sep n ngs mnek hdu*ias, lnc. Mon Nov 11 09"01:56 1996
4ete oltse/tr x,v: F:a1-8,0-Gol, n:o-g8,0-2-101, t2:o-98,a2-121, t4:6?E,O-2-121, [5:61-8,o!oi0], F:G3-E,0-2-101, [6:0-+E'oo0], [7:G60'0-'$8J'
I8:c+8,tt0l
LoADNe0}a,0rcu alofcDL 10.0SCt.l 0.09CDL 10.0
sPAcrrve 2-0-0
Plateslncrease 1.00
Lumbar ln$ease 1.00
Rep Sfress ,ncr NOCode UBG94
cs,TC O.UBC 0.86wB 0.s3
DEFL @) qoc) Ydatt
Vaft(LL) 0.25 3 734
VeftOU 0.31 3 588
Hon(TL) 0.06 5 nla
Min Langth / LL dell = 240
PI.^TES ORIP
M20(209p) 127R3
Weight: 110 (lbs)
BR,ACING
TOP CHORD Shaathed or 6-00 on cen/r-t Putfrn
BOT CHORD Rigld caifrng diracdy aPpied' or 10
LUMBER
TOPCHOPA 2X6SPF-S t650F r.sE -"
BOT CHORD 2 X 8 SPF-S 19fiF 1.7EWEBS 2 X 4 SPF-S 16nF 1.5E 'Exceq'"
37 2X4 SPF-S Saud
OTHERS 2X4HFUW
WEDGE Lefi:2X4,Wt:2X4
REACnONS qbslsize) 1=12699/0-&7 Anput: &*6), 5=12699/G&7 (nPut: Org)
Max Hoa 1=19(oad case 3)
Max aJdilt 1:1362(load case 4), ?13620oad caso 4)
FORCES
TOP CIIORD 1-2:21003, 2-3--26347, U-26347, +5:21003
BOT cllORD
'16=1
8560, 67=1 8fi0, 7-8=18560, 1-8=1 8560
WEBS 2-8=5673,2-7=8496,97=570,+7=8496,+6=5673
irotEs
1) CCy truss to be connectad |r/gf/thetwith l^d naib as toflows: Top chords @nnected with 2 row(s) atg inches on-
c6iter. Bodom chords conneited with 1 row(s) at 12 inches on center. Wabs connectad with 1 rcw et 6 Inchas on
centeL
2) This ttuss has been desigaed tor tha wind loads Werctad by 80.0 m.p.h. winds at 25.0 hot above ground level, using
5.0 p.s.t. top ctotd deadhad end 5.0 p.s.t bottom chord dead loed, 100.0 miles frcm hunicane oceanfrne, on a
cat6goty t |nda1red buil6ng, ot dimen lons 45.0 by 24.0 with exposurc C (ASCE 7-93) . Lumber lncrcasa = 1.33,
Plate lncreese = 1.33. Both end vefticab ere exPosed.
3) Speciat henger or connedbn rcquirad to dsttibute the bottom chord unilom load into aI iles.
4) Requircd beaing dze at jcit t(s) 1, 5 Watarthan lnryt beaing slze.
LOAD CASE(S'
Continued on pags 2
sPec,ng,
'0G0O on centet bncing.
lfoo){
&o-
"'*r;org
A WenwWC - Verify dzsign paramems and. READ NOTES ON THIS AND REVERSE SIDE BEF1RE USE.
D€sign valid lor uss only with Miiekconnecbrs. This design is based only upon pa€m€terc shown, and is lor an individual -/-building compon€nt to be Inslall€d and load€d venically- Applbability ot design parameters and proper incorporation ol _ _-=t1..-
lii#-'ilfii$*i",''ru.*;.ili:'"H-'il-'fi,itryf,'i'lfi'if-litr"'*ffifi{ffd*it*""' il I-lakicalion. quallty contlol, storago, delivory, srection, and bracing, consllt OSt-84 Oualhy Standard, DS&ag Braclng
spoclfic.tlon, .id HIB'91 HonaflngIn.tlllngandBraclngR;mm.nd.ilonavailablef.omTru..PlotoIn.thut6,E$O'lllTcklnduflfler, Inc.
Onolrio Orlvc. Mrdi.o.. Wl53719
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TrussType t
ROOF IRUSS
AU
I
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3
t
EDWARDS BULANG CENTER VAIL COMMON A U458939
lousnn-Truss lttontrose 3.300 c
oAD C/ISE(S,
t Lumbet lncnase=1.00, Plat€ lncrces6=1.00
Unitom Loads (lbs per lt)
Veft1-2--1 E0.0, 2-3=1 80.0, t4:1 80.0, 45=-1 &.0, 56=1 508.5, c-^7=-1 508:
Sep 20 1995 MiTak lndustias, lnc. MonNovl
,, 7-8:1 508.5, 1 -8=- 1 ilg. 5
I 09:01:57 1996 Page 2
lSars--
N pd'firyF2t q
A Wqnt'ttt'te - Veify d*igt patamews and READ NOTES ON THIS AND REWRSE SIDE BEFOQE USE.
Dosign valld for use only with MfI6k conn€ctors. This d€sign is basad only upon param€ters shown, and is icr en individual
2
componont is rosponsibility ol building designgr - not lruss designer. Bracing shown is lor latsral s{ipporl of individual web
m€anbers only. Additional lon|porary bracing to insure stability du ng construction is the rosponsibility ol lhe er€clor Additional
permnent bEcing ot lhe ov€Iall slructur€ is the r€gponsibility of the buildlng dosigner. For general guidance regarding
fabicalio.!, quality clfitrol, slorage, delivory, er€clion, and bracing, consuli OST.8a Oulllty Standard, DSB{g gr.clng
Spocfballon, md HIB-91 Hrndllng Inlt.lllng.rd Br.cing Fecommend ion available from lt!.! Pl.tc lnrtftut , 58:l O'
Onolrio Driv€, Mrdi&n. Wl 5:1719
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iig€gi ii aet agi $E
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ROOF IRUSS
oty Plv
1
!
EDWARDS BIIILDING CENTER VAIL COMMON A U458940
ruston lruss Monlnose 3-300 e Sep 20 1995 Mifak lndustias, lnc. Mon Nov ll o9:o7:5619eG IJ'
, -24{r I }7€ |2+O 17-8
(\
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6.00l12
'-oADtNc(r,E.'rcLL 80.0rcDL 10.0SCLL 0.0tcDL 10.0
SPAC"V6 2-M
Plates lnc/ease 1,00
Lumber lncl'ease 1.U)
Rep Sfross ,ncr NOCode UBc94
cs,TC 0.19BC 0.06
wB 0.00
(Matix)
DEFL Ail (bC)
Veft(LL) 0.00 tJ
VartOL) 0.01 1n
Hotz(TL) -0.00 2
MinLength/lIdalr=24{)
Ydett
999
999
n/a
PLATES
M20(209a)
Weight: 21 qbs)
CRTP
12783
.UMBER
rOP CHORD
3OT CHORD
eEACrrorvs
roRcEs
TOPCHORD
)OTCHORD
VOTES
2X6 SPF-S 1650F 1.5E
2X4SPFS 16&F 1.5E
qB/size) 1=678rV+8, 3=3?}38, 2=28UVr8
Max Horz 1--180(load case 5)
Max Upfft 1--54(toad casa 3), 2:57(load case 3)
1-T-142
1-3=0
BRACNE
TOP CHORD Sheathad or&Go on conter pudin sPacing.
BoT CH?RD Rigid cefing drecdy aP$ed, or 1O0O00 on center b.'cing-
t) ThE truss has been checked for unbelancod toading conditions about Nnt 2'
i; fhrs firss has be en designed lor the wind bads geierated by 8O.O m.p.h. winds at 25.O tsat above -Wund leve!, using 5.0 p.s.f. lop chod dead load and 5'O p's
bottom chord dead load,l11.O mttes trom hunica:ne oceanliie, n a ciagoty t enclosed buildng, of dnensions 45.0 by 24.0 with ex|osuro C (ASCE 7'93).
Lumbar lncrcase = 1.33, Plate lncrease = 1.33. 8rc,th end ve icds ere exposed.
?) SIMPSON H2.5 conneciors recommended to conndct truss to beaing watts dua to uNft as follows: One connector at Nnt(s) 1' 2.
LOIID CllsEfS, Standard
A WnmUC - Veify desisn oarameters and. REI|D NOTES ON THIS AND REVERSE SIDE BEFORE USE.
r..
D6ign valk, lor uso only wilb MlTgk conn€ctors. This design is bssed only upon paramel€rs shown, and is lor an individual
building componenl lo be inslalled and loaded verlically. Applicability of design paramolers and proper incorporation ol
componenl is r€sponsibility ol building designer - not truss design€.. Bracing shown is lor lateral suppod ol individlal w6b
members only. Additonal lemporary b,acing lo inslr€ stability during conslruction is the responsibilily ot tho ereclor Additonal
pomanenl bracing ol lhe overall structure is lhe responsibility of the building d€signer. For genelal guidance r€garding
fabrication, quality control, storage, dslivery, erection, and blacing, consult OST-88 Quality Standaad, DSB€g Brucing
Spaclfcation, rnd HlB.91 Handllng Inslalllng rnd Braclng Rocommondallon a\€ilabie trorn Truar Plats Instltue, 583 D'
Onolrlo Ddve. Mrdlaon. Wl53719
IlTck lndurtrlcr. Inc.
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ilgtfi ii aiE FBi$3 $Bi iE $g5 lgg
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MOD. QUEEN EOWARDS BUILDING CENTER VAIL COMMON A
4x6,
3x6t
4
1412 \12 11
SxB =
5x8 =
, A5'4 , t6+o
'
23S12 | 32+o
I
&5-{ 7-612 7 -6-12 &5-4
otisefs fi,r: [1 :c-1.5,eo-01, [9:1-69,&G0], 19:00-0,0-0-01, [1 2:Go0,61-8]
PLATES GR'P
M20(209a) 12743
Weight: 230 0bs)
DEFL Ail qoc) Ydef,
V6tt(U) 0.27 11/10 999
Veil(TL) 0.34 11/10 999
Hoa(TL) 0.14 9 n/a
Min Length / LL dafl = 240
sPACr rG 2-O0
Hates Inc,'f€sa 1.00
Lumberlncrdasa 1.00
Repskess,ncl NOCodo UBC94
LUMBER ARAC'NG
TOp CHORD 2X6SPFS 1650F 1.5E TOP CHORD Sheathed or 2-&1 on centet Pudin sPacing.
BOT CHORD 2X 6 SPF-S 16flF 1.5E BOT CHORD 1-13:690, 12-13:6-3-0, 11-12-.6C0, 1u11:&i}o,9-10:e?4.yy€BS 2 X 4 SPF-S Stud 'ExcePt' WEB9 1 Row at midd +12, 12'6' 12'5
12-5 2 X 4 SPF-S 1 650F 1.5E
OIHERS 2X 4HF Uflity'Excepf
wGR2X8HF13flF1.3EWEreE L6ft:2X4,Rlght:2Xa
REACT/,ONS (lbs/slze) 1=315/Y&64(npd AUq,9=351/t/O-7'0 (nput: 0'5'8)
Max Horz 1=-1180oad case 2)
Max UNtt 1--2310oad caso 4), 9--280(load casa 4)
FORCES
TOP CHORD 1-2--5497, 2-3=4877, ?4=-48n, 45=-3456, *6=-3456, 674877, 7-8--48n, &9--5497
BOT CHORD *10=4860, 1G11=4045, 11-12=$45, 12-13=40t 5, 1-13=48&yvEBS 2-13=7 52, 41 3=789, 41 2=-1 384, &1 2=21 58, 61 2--1 384, &1 0=789, &1 0='752
,vorEs
1) Thk truss has been des4lnad for the wind toads gpnented by 80.0 m.p.h. winds at 25.0 i'€,et abow grcund lev€|, ugng
5.0 p.s.f, top chord dead load and 5.0 p.s.f bottom chod dead load, 100.0 mtles from hunicane oceanfrne, on a
catigory ! endosed buwng of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93) . Lumber tncrcase = 1.33,
Ptata tncreas€ = 1,33. Both and vedicals are exposed.
2) S/MPSON H2.5 conneclo/s recommended to connect truss to beaing wans due to u4ift 8s toflows: Ona conneclor at
Joint(s) 1, 9.
3) Reqri'€d beeing size at Pint(s) 1, I Watet than input beaing size.
LOAD cAsE(s/ standatd
$'ffi'ffi
A WnnWO - Veifl design parameters and RMD NOTES ON THIS AND REVERSE SIDE BEFORE USE.
Dosign valid lor use only with MiTok connectors. This design is based only upon paramelers shown, and is lor an indaviduat
building component to be inslallod and loadod v€nically. Applicability of design paramolers and propor incorporation ol
componenl is r€sponsibility ol building desiqner - not truss dosign€r. Bracihg shown is tor lateral support ol individual wab
m€mbers only. Addilional lemporary bracing lo insur€ stability duing construction is the rasponsibility ol the erector Addilional
p€rmanenl bracing of lhe ov€rall structuro is lhe r€sponsibilily ot the building designer. For g€neral guidanc€ regBrding
labdcalion, quality conirol, storage, delivery, erection, and bracing. con$it QST-88 Ouality Slrndaad, DSB{g B.lcing
Spccifrc.ttoo, .nd HlB.91 Handllng Inltslling and gracing Rocommendrllon available lrom Tiu!! Plato Inldtute,6a3 D' XlTak Indu3trlaS, Inc,
Onotrlo Ddw, Mrdlron, Wl 53719
I
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il*€5li[ i;; +stEa rel it *s$ $ts $isgiig
,i
lg$ iI g
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t
EDWARDS BlJtlLDr/NG CENTER VA,L COMMON A U4589'B
uston Ttuss Montos€Mon Nov 1109:02:07 1996 Page 1
t-2-8
4x5 =2o,
o
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,OADINO (pso'cLL 80.0'cDL 10.0lcu 0.0tcDL 10.0
SPAC"VG 2-GO
Ptates lncrcase 1.00
Lumb€r hrc'€ase 1.N
Reps&ess,ncr NoCode UBG94
cstTC 0./UBC 0.25wB 0.21
DEFL (n) (bc) Ydett
Ved(LL) 0.08 1/4 957
Ved(TL) 0.10 1/4 766
Hotz(TL) 0.00 4 n/a
Min Length / LL detl = 240
P'ATES GRIP
M20(209a) 127R3
weight: 36 (lbs)
,UMBER.OP CHORD
IOT CHORD
vEas
tEACTTOIVS
roRcEs
.OPCHORD
IOT CHORD
ryE8S
,orEs
2X6 SPF-S 1650F 1.5E
2 X 4 SPF-S 16fiF 1.sE
2X4SPFSslud
qb{slze) 1=65i1/0-58, 4=65tlt&X8
Max Hotz 1=1940oad case 3)
Max UNt 1=-48(loed cese 4), 4--75(toad case 3)
t2--2Ao,2-3=O, &4=-96
1-1=176
24:523
BRACING
ToP CHORD Sheethed or 600 on center pufin spaalng,
oxceil end vetticab.
BOT CHORD 1-4:6-3-0.
|, Ir',s t uss has !e en dedgned hr the wind loads gpner/ted by 8O.O m.p.h. winds at 25-0 teot above ground leve,, using
5.0 p.s.f. top chord dead toad and 5.0 p,s.f bofron chotd dead loed, 100.0 nfls's lrom hunlcane oceanfrne, on a
catitgory t enclo*d builfing, of dmendons 45.0 by 24.0 with exlE,slre c (AscE 7-93). Lumber lncrcaso = ,.3j1,
Hate Incr€ase = 1.33. Both end wiicals are exposacl.
l) SIMPSON H2.5 connedoB rccommended to conned truss to beaing wells due to upfifr as fonows: One connector at
joint(s) 1, 4.
.OAD CASE(S, Standard
ffi$
A WeWWe - Veifu dzsign patameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE.
Desion valil for us€ onlv wilh MlTek connectols. This desion is based ontu uo6n Da.am6ters shown snd is tor an individLral
Zaa9r ,, O
building compononl lo be installed and loaded verlically. Applicability ol design paramoters and proper inco@oEtion ol
componenl is responsibility ol building d€signer - not lruss designer. Eracing shown is lor lateral support ol individual w€b
membsrs only. Addilional l€mporary bracing io insu,e stability during conslruction is the responsibility ot tho ereclor Additional
p€rmanont bracing of lh€ overall structure is the responsibility ol th6 building designer For g€neralguidanc€ regarding
labricatjon, quality control, storag6, delivory, €rection, and bracing, consult QST-08 Quality Slandsrd, DSg-89 Breclng
Sp.cm6tbr\ .nd HIB-01 H,rndllng hdalllng and Biacing R6cofimend.tion available lrcm Tfur! Plrta Inldll,te, 58:l D'
Onofrlo Ddw, lilrdl.on, Wl53719
IIlTrk lndurlrlcr, Inc.
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TOWN OF VAIL
75 S. FRONTAGE ROAD
vAIL, CO Bl-657
97 0-47 9-2138
E Iect.i ca [--->
DRB Fee
Investigation>
Lli LL Ca l,l.----)
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
Permit #: E97-0017ELECTRICAL PERMIT
2099 N FRONTAGE
VAIL COMMONS A2
2103-114-15-013
PRJg6-01"22
RD WEST Status. . -
AppJ-ied. .
1ssued...
Expires. .
I SSUED
02/to/ree't
02/Lo/tee't
oB/0e /reel
633s8
Job AddressLocation...
Parcel- No. .
Project. No.
APPLICANT SHAW ELECTRIC
P O BOX 1_45I I AVON CO
CONTRACTOR SHAW ELECTRIC
P O BOX 745I I AVON COOWNER TOWN OF VAIL
t CITY MARKET, PO BOX
Description: WIRING FOR DUPLEX
Phone: 3O392
81620
Phone: 3039263358
81620
729l GRAND JUNCTION CO 81502
Totat Catcutated Fees---> 183.00
AdditionaL Fees--------->.00
Total Permit Fee--------> 183.00
Payments-------
Dept: BUILDING Divj-sion:
DepT: FIRE Division:
Val-uation:9, 500 .00
*t************************t************************i***t*** FEE SU HARy *********************************************************t
180.00
.oo
\oo
3.00
TOTAL FEES---> 185.00 .o0
*******t*********************t***************ff****************************************************t****************t******t******
Iten: .06000 ELECTRICAL DEPARTMENTO2/L0/L997 DAN Action: APpRItem:'_05600 FIRE DEPARTMENT02/10/1997 DAN Action: AppR N/A
***************************************************************************************************tr******************************
CONDITION OF APPROVAL
***t**************************************************t***************t*************t**************ii*******t*****************t-i**
DECLARATIONS
r hereby acknov(edge that I have read_this appl.ication/ f il,l.ed out in ful,l, the information required, compteted an accurate ptot
Pl'an, and state that atI the information provided as required is correct. I agree to compty uith tie information and pLot pl.an,to compty with aLL Tovn ordinances and state taws, and to buil,d this structure acconding io-the Town,s zoning and subdivisioncodes, design revieu aPProved, Uniform Buil,ding code and other ordinances of the Town appl..icabl,e thereto.
REOUESTS FOR INSPECTIONS SHALL BE },IADE TI.IENTY-FOUR HOURS IN ADVANCE SY TELEPHONE AT 4 2138 OR AT OUR OFFICE FROII
9"t^l
OI,|NER OR CONTRACTOR FOR HIt,ISELF AND OI,INER
vv
****************************************************************
TOWN OF VAIL, COLORADO Statennt
******dr********L************************************************
Statemnt Number! REC-0247 Amount.: 183.00 02/IO/97 L2244
Payment Method: CK Notation: #15913 Init: DS
Permit No: E97-0017 Type: B-ELEC ELECTRICAL PERMITParcel No: 2103-114-15-013
Site Address: 2099 N FRONTAGE RD WESTLocation: VAIL COMMONS A2 Total Fees: 183.00This Payment 183.00 Total ALL Pmts: 183.00Balance: .00
* ** * * * * * r, * * * * * * * * **** *** J. * * t * * * * * * * * * * * * ** * * **** * * * * * *** * *** ** **
Account Code Description Amount
01 OOOO 41313 ELECTRICAL PERMIT FEES 18O.OO
O]- OOOO 41336 WILL CALL INSPECTION FEE 3.OO
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT75 S. FRONTAGE ROADvArL, co 8165?
97 0-47 9-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: 897-0017
Job AddressLocation...
ParceL No..Project No.
VAIL COMMONS A2
210 3 - 114- 15-0l- 3
PRJ9 6 -012 2
APPROVED
02 /to /ree7
02 /10 /Lee708/os/Lee7
2099 N FRONTAGE RD WEST Status...
APPLICANT SHAW ELECTRIC
P O BOX 1.45\, AVON CO 81620
CONTRACTOR SHAW ELECTRIC
P O BOX 1451, AVON CO 81620OWNER TOWN OF VAILt CITY MARKET, PO BOX 729, GRAND JUNCTION CO 81502
DescripLion: WIR]NG FOR DUPLEX Valuation: 9,500. 00
*****ff****tt*'kJ(******ff*|t't***ffffi*ffl****ffffiffiffiffi FEE SUlltlARY ffi*fft****t****H***ff*H***tff**ff*ft*********ff
AppJ-ied..
Issued. . .
Expires. .
Phone: 3039263358
Phone: 3039263358
Dept: BUILDING Division:
Dept: FIRE Divisi-on:
Etectricat---> 1E0.00
DRB Fee
Investigat ion> .00
Ui LL cal.l.----> 3.00
TOTAL FEES---> 1E3. OO
Totat Catcutated Fees---> 183.@
Addi t ional Fees---------> .00
Total Permit Fee--------> 165 - 0O
Paymen .00
BALANCE DUE----
**ff******ff******ff******ff***ff******************ft***ff******t****************************************ff**********************
Item: -06000 ELECTRICAL DEPARTMENTO2/lO/1997 DA\l Action: APPRItCm:. -O56OO FIRE DEPARTMENTO2/LO/L997 DA\t Action: AppR N/A
**ff*fftr*rtJ(|t*'tff*fftr*ff*ftff*ff***ff***ff**ffi******t**ff***********ffiffff***************ff***ff*ff******ff*ff****t*ff*******
CONDITION OF APPROVAL
****ff*****ffi*ff*ft*ff***ff***ff***********ff*****ffi**ff*****H***ff**ffi******************t#****ff*****#ff**********
DECLARATIONS
I hereby acknovtedge that I have nead this appl,'ication, f il,Led out in futl. the infornation nequired, compl,eted an accurate ptotpl'an, and state that att the information provided as requi red is correct. I agree to conpLy uith the iniormation and pl.ot il,an,to comPiy with aLl' Town ordinances and state [aws, and to buil,d this structure according io the Town,s zoning and subdivisibncodes, design rev'iew approved/ Uniform Buil,ding Code and other ordinances of the Town appl.icabl.e thereto.
REAUESTS FOR INSPECTIONS SHALL BE IIADE TI,ENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AI 479-?138 OR AT OUR OFFICE FROI| 8:m A 5:OO p
SIGI{ATURE OF OI,INER OR CONTRACIOR FOR T|IIISELF AND OTINER
FRT}I : SFST.J ELECTRIC FHI|E to. : 9?49253358 FEB. 1A 1997 @:45Ft't P1
IOWN OF VAIIJ CONSTRUqTION
PERI{IT APPLTEAIIIOII I'ORU
DATEz 7'0^n7
,Iob Nane: V'ot nob Address:
Iega1 Dascrlptton: Lot_ Bloclc_ Flllng & 2toz nq-
, APPIJfGATIoN MUSID EE FILLED oUT cOUPISIELI oR f! UlY NOT Bt! ACCESCEDIErt*itrit*t*tt****r***'tt**rt**** #rugr rNFoRt{ATroN **********r*rr*i***!r****rrarrtt-t l-Bqtldlng. t-t-PlulDtng 1r.zJ-rrectrtcal I l-t{ecDanlcal [ !-otbor
?afr cW I ?n.44-zt=g
. 4lq - szoo
[ ]-Repak t l-othsr__
of Accormoaation unl,ttr: J-
OTIIBR:
TOTa&3
trctrltect: Hnrlt.Daz.eld*^).- Addr€se:
ieneral DescrLpll.on:
r
Nor,3 claFss gvf-new [ ]-A1t€fatlon I l-Addi.tlonal
funber of Dnelll.ng Uhl,ts: a- 111;;rber
|nber rind Qpe of, Flreptassa: 6as Appl!.ances7 Gaa Iogg wood,/pellet
t*tf ********:tl ***** *rr**** * ****t*rt vAurAlroNs * * * r * * * * * r r * * * * * * * * r ** * **lr * tl r. r it
Iectrl,cal contractoE: Sha.o Atechti Zttuddress; eo)L f{S ffi
luublng Contractor:
Reg. No.
r* ***rl i***r ** ** **** ** I i: *r**,* **FoR oFFrcB usB *************.f lrtr****r***rrlr
BUTI,DTNG PI.Nf CrECK SEES
PIUUBINC PIAI| CBECK ABEr
UECITAilTCAI, PT,AN C:HECK TESS
RECRE TTOil FEE!
CIJEA}I-UP DEI'OSIT3
trOTAIJ PERI{XT FEESs
l
UTI,DIN6:
IU'MEING:
ddress:
ELEcr,rRrcAL, ISOO --
llECtrANrcALr
-
{*r rir* ** * r (ltJlik ; rrl I i t*rll c^oNTRAcron rNroFltarrolr *** * * r | *. r * *r ** *** * l *rrrr**bneral Contractor!
ildress:.
:lown of Vqlt Eeq. ilo.
Phone liturberr 4tla-d
Toern of Val,l Ras. t{o. ldo-E
PhonE Nunber: '4U -e&-.
Town of Vail Reg. NO.Phone Nunber:
echanlcal
lilrese:
Contractor:rorn of VaII
Ph-one Nurlbcr!
'ILDTNC'
PESI.IIT EEEs
U'UBilG PERI'fIT EEE3
ICIIA}IICID PERUIIT FEES
ACfRTCAI, FEE!
fER TYPE otr FEE3
IE IEE:
Burr,DrNos
STGIAIIIIRE:
ZONINGT
SIGTIAIUR8!
-l-
u|gnt5l
.EAT IIP DEPOSIT NEFUXID ?O:
\
REtrT 131 TOTJN 0F UAIL, COLORADO F'AGE lE
AREO: EG@416e/97 rA7;46 REOUESTS FOR INSFECTION h,ORK SHEETS FOR: 4/ 2/97
Activity: E97-tltl17 4/'e/97 Type: E-ELEC Statr-rs: ISSUEI)
Address: EB99 N FRUNTAGE RD [^,EST
Farcel: P1O3-114-15-t413 fjcc;
Constr: ADUtr
Use:
Descript ion: I,IIRING FOR DUF'LEX
Appl ieant : SHAIJ ELEtrTRIC
Ownet": TOWN OF VAIL
f,ontracton: SHA|,J ELECTRIC
Fhone: 3t0J9353358
Fhone:
Fhone: 3O39lfr3.]58
Inspect i on Reqtrest Information"..
Requestor: KAREN/$HAW
Req Tine: tD1:Otl Comnents: AE
Iten,g reqr.rested to be Inspected..
AOl90 ELEC-Final
Comment s Time ExP
Fh0ne: 986-3358
Act i orr
;;;;;il_'r;I;i;....._--_---------_.--_--_.v:2-:;;_'_':,%_
Item: ClOllO ELEC-Temp. Fower /'f- /
Q?,/e8 /i7 Insoector': LFV Action: AFFR KEEF FLUMFIFG FROM WI RE.
Item,: AAI?A ELEC-Rot"tgh', Ae/ L4/97 Inspect or'; EG Act i on : AF'FR AppRCIVHD
Ite.0: do130 ELEC-Condr-rit
Iten: OCI14CI ELEC-I4i se.
8r0190 ELEC-Final
AOEE4 FIRE-ALARM ROUGH-C'O338 FIRE_FINAL C/O
-&r*-
!
TOWN OF VAIL
75 S. FRONTAGE ROADvArL, co 81657
97 0-47 9-2t38
APPLICANT
CONTRACTOR
OWNER
Description: PLUMBING FOR NEW DUPLEX
************************i***********i********************** FEE SUHt'tARy
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE
PLUMBING PERMIT PeTmJ-t
AT ALL TIMES
P96-0202
Bna W>
Job Addressr 2099 N FRONTAGE RD WEST Status...Location...t 2096 ZERMATT LN. BLDG. A-Applied..Parcel No..: 2103-114-15-013 Issued...Project No.: PRJ96-0I22 Expires..
ISSUED
12 /t3 /tee 6
or /2r /7es7
o1 /20 / resT
45-8315AST AND MCFERRIN PLUMBING & HE Phone: 970-8605 WEST 12TH STREET, GLENWOOD SPRTNGS CO 81601
AST AND MCFERRIN PLUMBING & HE Phone: 970-845-8315
605 WEST 12TH STREET, GLENWOOD SPRTNGS CO 81"601
TOWN OF VAIL
t CITY MARKET, pO BOX 729, GRAND JUNCTION CO 81502
Valuation l 20 / 000. 00
P Lumbi ng-----)
Ptan check--->
Investigation>
uitL ca t t---->
Restuarant P lan Revi ew-->
TOTAL FEES-----
Totat Catcutated Fees---)
Additional. tees--------->
Totat Permit Fee-------->
300.00
75.00
.00
3.00
.00
378.00
37E.00
.00
378.O0
378.00
*)t*************************************************************************************illillS-lli;;;;;;;i*****i************ill***
Item: .05100 BUILDING DEPARTMENT Deptr BUILDING Division:12/13/1996 CHARLIE Action: AppR CHARLIE DAVISI!e,$i',gpQg0 FIRE DEPARTMENT Dept: FIRE Division:1,2/13/1996 CHARLIE Action: AppR N/A
***********************************************************-t*******************************************t**t***********************
CONDITION OF APPROVAIJ
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
*****************t******************************f,t****************i****H************i*t****t*******************************ff****
DECLARATIONS
l. hereby .acknow ledge that I have read this apptication, f itl.ed out in ful.l, the information required, compteted anptan, and state that att the information provided as required is correct. I agree to compty with tfie iniormationto.compty with atl' Toun ordinances_and state taws, and to buiLd this stfucture according to the Town's zoning and
accurate ptot
and pl,ot p tan,
subdivision
REOUESTS FOR INSPECTIONS SHALL 8E I1ADE TIJENTY-FOUR HOURS II{ ADVANCE BY TELEPHONE AT OTFICE F
FOR HITISELF AND OI.'NER
t****************************************************************
TOWN OF VAIL, COLORADO Statemnt
* * * * * * * * *'* * * * * * * * * * * *** * * * * * * * * * * ** * * * **** * * * * * * * * * * * * * * * * * * * * * *
Statemnt Number: REC-0243 Amount:
Payment Method3 CHECK Notation: #5089
3?8.00 0t/2t/97 oe:52
Init: CD
P96-0202 Type: B-PLMB PLUMBING PERMIT
2 10 3- 114- 1s-0l_ 3
2099 N FRONTAGE RD WEST
2096 ZERMATT I.,N. BLDG, A_2
Tota1 Fees: 378.00378.00 Total ALL Pmts: 378.00Balance: .00****************************************************************
Permit No:Parcel No:Sit,e Address:
Locati-on:
This Payment
Account Code
01 0000 41311
01 0000 41332
01 0000 41336
Descript,ion
PLUMBING PERMIT FEES
PIJAN CHECK FEES
WILL CALL INSPECTION FEE
Amount
300.00
75.00
3.00
TOWN OF VAIL
75 S. FRONTAGE ROADvArL, co 81657
97 0-47 9-2L38
Job Address..;
Location
Parcel No.....
Project Number
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THTS PERMIT MUST
MECHANICAL
BE POSTED ON JOBSITE
PERMIT Permit
AT ALL TIMES
#: M96-0201
2099 N FRONTAGE RD WEST Status...
2096 ZERMATT LANE BLDG A-2 (VAAppIied..2103-114-15-013 Issued. . .PRJ96-0122 Expires. .
I S SUED
)t2/13/tee6
02/t7 /tee70B/L6/Lee7
APPLICANT AST AND MCFERRIN PLUMBING & HE
605 WEST 12TH STREET, GLENWOOD SPRINGS CO
CONTRACTOR AST AND MCFERRIN PLUMBING & HE
605 WEST 12TH STREET, GLENWOOD SPRINGS COOWNER TOWN OF VAIL
* cITy MARKET, pO BOX 729, GRAND JUNCTION
Phone:
816 01
Phone:
816 01
co 81s02
970-84s-831s
970-845-8315
9,000 . 00
flof Uood/Pa [ [et:
*********************************************************** FEE SUl.lllARy *****************************************************ti***
Description:
MECH FOR NEW DUPLEX
Fi reptace Information: Restricted: Y
l.lechani cat--->
PLan Check--->
Investigation>
dot Gas App[iances: 2
1E0.0O Restuarant Ptan Revi eH-->45.00 DRB
Valuation:
fof Gas Logs:
.O0 Total Ca tcutated Fees--->.00 AdditionaL tees--------->228.00 Total Permi t Fee-------->
Payments-------
.OO TOTAL FEES-----
228.00
.00
228.00
228.00l.l i Lt Cal.l.----) 3.0O
**************t************************************************************************illllii-lli;;;;;;;iiiiiii************ill***
I!e{'i,951Q0-BqILDING DEPARTMENT Dept: BUTLDING Division:02/t7/t997 CHARLTE Acrion: AppR CHARLIE DAViSItem: 05600 FIRE DEPARTMENT Dept: FIRE Division:
CONDITION OF APPROVAL
I. !.IEI-,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.z. CoMBUSTTON ArR rS REQUTRED pER SEC: 607 OF THE-199i--0Mel- ---3. INSqAI,I_,ArrON MUST CONFORM TO MANUFACTURES rnSin.CrroNS-auoTO APPENDIX CHAPTER 21 OF THE 1991 UMC.4. gA9 AppLrANqEg SHALI, BE VENTED ACCORDTNG TO CHAPTER 9 ANDSHALL TERMINATE AS SPECIFIED IN SEC.906 Or_rHE_-rgSr OUCI_5. AqqESS TO HEATTNG EQUTPMENT MUST COMpLy WrTH SEe.5OS-allO703 0F THE 1991 UMC.6. BOILERS SHATL EE MOqNTED ON FLOORS OF NONCOMBUSTIBLE CONST.UNLESS TISTED FOR MOUNTING ON COMBUSIIBLE-F'OORING:- --'--'7. p^EBl4rlrplaNg^AND CODE ANALYSTS MrUST Be pOSrsn ru-l,,rncHenrcer,. ROOM pRrOR Tg_4!l TNSPECTTON REQUEST. - - --
B. DRAINAGE OF -LIECEANIqAL ROQMS E6IITAiIITNG HEATING OR HOT_WATERSUPPLY BO]LEB.q $HALI] BE EQUIPPED WITH A FLOOR-
'NATU"FNN
S'ECI2119 0F THE 1991 UMC.
*** *** * * * * * ********** * * * * * * * * * * *** * **** * * * * ** * ***** * ********** * * * * * *** * * * * * * *** *
DECLARATIONS
I hereby acknowtedge that I have read this apptication, fiLl.ed out in futt the in{ormation required, conp[eted an accurate ptot
plan, and state that ttt thc information provlded as faqui red is correct, I agree to conpty vith the information and ptot ptan/
to conply rrith atl Tom ordinanccs and statc lavs, rnd to buitd this structure according to the Tounr s zoning and subdivision
codes, design rcvicv approved, Uniform Suitding Codc ard oth.f ordinances of th! Tovn appticabte thcreto.
REOUESTS FOR INSPECTIOiIS SHALL BE IIADE T9ENTY-TOUR HOURS IN ADVAN Al 4n-2138 oR AT oUR oFFICE FRoll 8:00 Al 5:00 Pil
SIGNATUSE OF OTI{ER OR CONTRACTOR FOR HIIISELT A D Oi.IN
vv
****************************************************************
TOWN OF VAIL, COLORADO Stat,ennt
* * * ** * * * * * * tt * *** * * **** ** * {. * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * **** * * * *
Statemnt Number: REC-0249 Amount:
Payment Method: CHECK Notat.ionl. #5127
228 .00 02 /I9 /e"t 13 : 4 6Init: CD
Permit No:Parcel No:Site Address:
Location:
This Payment
Account Code
01 0000 41.372
01 0000 4L332
01 0000 4L336
Description
MECHANICAL PERMIT FEES
PLAN CHECK FEES
WILL CALL INSPECTION FEE
M96-0201 Type: B-MECH MECHANICAL PERMIT
2103-l_t-4-L5-013
2099 N FRONTAGE'RD WEST
2096 ZERMATT LANE BLDG A-2 (VAIL COMMONS)Total Fees: 228,00228.00 Total ALL Prnts i 228.00
Bal.ance:.00
**************************************************************L*
Amount
180.00
4s.00
3.00
oIflolae0
DEVELOPMENT
)-tz-s2
E,QTOWN OF VAIL
75 S. FRONTAGE ROADvArL/ co 81657
97 0-47 9-2738
Job Address. . .Location......
Parcel No.....
Project Number
DEPARTMENT OF COMMUNITY
NOTE: THIS PERMIT MUST BE POSTED
MECHANICAL PERMIT
ON JOBSITE AT ALL TIMES
Permi-t #: M96-0201
2099 N F.RONTAGE RD WEST Status. . .
2096 ZERMATT LANE BLDG A-2 (VAApplied..2103-114-15-013 Issued...PRJ96-0122 Expires. .
APPROVED
>12/L3/Lee6
02/L7 /ree7
08 / 16 /ree7
APPLICANT AST AND MCFERRIN PLUMBING & HE Phone:
605 WEST 12TH STREET, GLENWOOD SPRINGS CO 81601
CONTRACTOR AST AND MCFERRIN PLIJMBING & HE Phone:
605 WEST 12TH STREET, GLENWOOD SPRINGS CO 81601OWNER TOWN OF VAIL
I CITY MARKET, pO BOX 729, GRAND JUNCTION CO 81502
970-845-831s
970-84s-8315
**t********************ff***ff*ff***ff***ff***ff*********** FEE SUllllARy ****M****************ff***ff****************ft*******
Description:
MECH FOR NEW DUPLEX
t i neptace Information: Restricted: Y
t'lechani cat--->
PLan check--->
lnvestigation>
1.,i l,I, Ca L t---->
#of Gas Apptiances: 2
160.00 Restuarant P lan Review-->45.00 DRB.00 ToTAL FEES-----
3.00
VaLuation:9,000.00
#0f t,ood/Pa I Let:#0f Gas Logs:
.00 Tota[ catcutated Fees---> 22E.O0.00 Additional Fees---------> .00228.00 Total Pernit Fee--------> 228.00
Payments-------
BALANCE DUE----*******************ffiff***ft****tt*ff*****rH*ffrtr*ffi****Jr*****tr*ff*******************ff**rr********ffi******rr**Lt*******
Itelni .Q51q0 BUILDING DEPARTMENT Dept: BUILDTNG Division:02/77/1997 CHARLIE Action: AppR CHARLIE DAVrSII,em:'05600 FIRE DEPARTMENT Dept: FIRE Division:
CONDITION OF APPROVAL
I. E'IEI-,D IN$PECTIONS ARE REOUIRED TO CHECK FOR CODE COMPLIANCE.?. col4BusrroN ArR rs REQUTRED pER snC. 007 Or,-rHn-rS91--uMe;- --'3. INSTA!,LATTON MUST CONFORM TO MANUFACTURES rNSiR'CrrOllS-atoTO APPENDIX CHAPTER 21 OF THE 1991 UMC.4. GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 9 AND_ SIALI, TERMTNATE AS SPECTFTED rN SEC.906 OF rlrn--rSgr oue-.-5. AqqESg TO HEATTNG EQUTPMENT MUST COMpLy Wrrlr Sne.50S-Alln703 0F THE 1991 UMC:6. EQrIEBS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTTBLE CONST.UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORiNG.- --___
7. EEBl,trT,plANq^AND qODE ANALYSTS MrUST BE POSTED rll l4nCHanrCel,_ RqoM pRroR Tq_AN INSPECTTON REQUEST: -- - ----
8. DB4'INAGE OF UECTIANICAL ROOMS CON-AiNING HEATING OR HOT_WATER_sqppLy BorLEB.g_SHALL BE EQUTPPED witH- A F-OoR- DneiN--pen"-sjec-.-21L9 0F THE t-991 I'MC.
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DECLARATIONS
r hereby acknorrtedge that I have read this appl,ication, fiLl.ed out in ful,l, the information required, compl,eted an accurate p[ot
o
pl,an, d state that att thc inforration provided as rcqui red is corrcct. I agrce to corpty vith the infopmation and ptot ptan,
to compty with al,l, Tofln ordinancas rnd stata tarrs, and to buiLd this structurc according to the Torrnrs zoning and subdivision
codes, design ncvieu approved, Uniforr Bui tding code and othep ordinancas of thc Toltr| appLicabte thercto.
RENESTS FoR Il{sPEcTIol{s SHALL BE IIADE TllEl{W-toUR HoURS IN ADVAI{CE BY TELEPT{oI{E AT 479-213E 0R AT olrR offICE FRoll 8:d) All 5:00 Pll
SIGMTURE OF OI.IT{ER OR COI{TRACTOR FOR HIIISELI AIID OIINER
, _FEB-1e'-9? t'tON L2.56 AST & |'TCFERRIH P & H
r'r- I
P. A2
Torn of Vail
6198
6000
I1063
1266
3187
I 16l
ll8
24EE
109
3158
3889
3tt61z
0
l0
l9
0
7
2
.,
3
2
8
4
57-
0
l0
l9
3
6
2
2
5
2
6
7
61,_
llNllg(SrucarA4)
ROOM
BASEMENT
GARAGE
KIT/LIV/DIN/ENT
POWDER
MSTRBEDROOM
MSTRCLOSET
MSTR BATH
UPPERI{ALUSTAIRS
BATH I
BEDROOM I
BEDROOM 2
IOIAL
OFFICE COPY
BTU1I [,fl88
6198
6000
11360
0
3807
r 158
rl5
1767
107
4690
1804
3700e
A 7 He^t b+r anil 5P* Shee+s
yAltJSMMO![llluPtEx HEATLoss sr tM MABy
uNn l-{SancrrAD
ROOM
BASEMENT
GARAGE
KIT/LIV/DTN/ENT
POWDER
MSTR BEDROOM
MSTRCLOSET
MSTRBATII
UPPER HAL|/STAIRS
BATII l
BEDROOM I
BEDROOM 2
ToTAL
BTUH FT/BB
iFEA- 1er-9?
wlan yourre teen rhe inn0rative^ le8!:lll LtF,ll:ll:jlls::::ill
ilH:',ffi ;it".T'Ui!ii16-.,*tt*lllill':1"c:,1[,rv,',1d":,','i'":
[pi"q'i'*,1d;"F"1$iiit*11'*morcarnarentttrrnrnourrow
fricd, trtgh value rconomy tnergy $aver 0as
.BUITTTO MEETfttE TAIEST FEDERAL EFFICIENCY
SIANDARDS.
a45A51s
combirratton 3/{" inlevdrain ffttlng.
.ENERGYSAvtr'lG PILqt
P. A4
I€ave itto A"O. Smilh to putftis Suclt
q,rali'ty-l"m u low priced gas utffi heatert
"ltt
. COIoR4ODED INLET/oUflEr ESCUTCHEONS'
.fUCtf qU^fffV GI 55 ilMNG frrscd to tilik at 1600'' An
l{.6. C.iina.".lopcct proccs that offcrs long:lasting
cortosion Protcction..nffWOfffy rtt'tODE, pioneercd by A'O' Snith' provides
additional arcund-theclock Protecdon agamst corroslvc
elenents in We(er.
. DIP TUBE cerries irrlet wate r into nnk'
.THIOC ENERGY EFFICIEI'IT FOAM INSUIJIIION on a[
modcls :o reduce sundbY hcat loss.
.ONE-PIECE II.IiEGBATED FLUE MFFL^E Stows doqf$.now
of hcatttrrough cornbustion system so mzxlnrum near $
transfcrred to wetcr.
.THIEESEPARAI'E tlAK CHECI$ AFTR' FIMLASSEIT{BLY
. SPECIAT ADJUSIABLD THERMOSTAT I{tS. YOU ..dii[a#r; to s""i f,rel when away for ortended pcriods'
'NON-MEIALLIC BAII'TY?E DIAIN YALVE has a
A2/o"l
:3ffi*#d::er, mr.rrdpon bumer ft,r improvcd fi n,rtoit
. RING BASE ON BO(TOM R.{NTEN. TI{AN
LDGS. Easier to ntove (30. 40. 50 GAIIoN
MODELSONLY)
.CHOICE OF 5 SIANDARD ECONOMY
ENERGY SAVER MODEIS' From 30 to 100
gallon sizes to mecr anY need.
frOfT: SfrCs.s vtNG I.olyDOY MODEI' evdl$lc whstc Ysniqd 5Prcc 13
minid scc rpccucltion lhcdt for ntort intornnlloo.
AO- Smith WSfe. P.oduclt CgmPsny tGeag3t thg 'ight to n|ik' p|pdlct Cr'trogg or
lnfag!flnentt fl stry i tr. rJ lo'rl notlct'
P. A5& t',tcFERRrN P & H S454515
A-Z Vail f,oh*
€}ASoFEA-Lg-97 l',tON 12 :5
t-'t ." ./.' )/i ,/-t
';a ?
Front Vlerv topYlg}r
Top; !3" (trom bp of boilcr)
@tw
Qorr'mrrr
Mhlrr.m (lcaranccsr slcles:6) Rearr 6'; Frontr 4' (slzes 50.100), Unotnuucted (izer 1g5.gg5)
Input
BIIUH
Sirc r 1fi0
Hsruns C!p,
0lU/H r 1000
N.tl8l
Elt /}l r 1000
A't,ET
SPrrI hnltr'en Srandh Plot
DLnanrbnr
0nch6)\fitar 6$ App.ot
Conn, Conn. Valght
(rrh.O (krdfi) (bn)
|r.t Pto
6ai Glt
.l ?roGar Gcr
Nat ?.o Nat ?roGls Gar GG Gar A I c0v
yl 50
>15 75'r00 100lgl tt5
160 100$5 tt5
a9 1303u81 85t0{ 100rlt 135180 r90
36,5 t7,1s{f 55,678,t ?3,9t0.{ 9t9u5.7 1rt.4t6t.t 105.c
81.{ 05.1 80.t !9.081.0 85.9 E0.5 8r,5
8,1.0 Es.o 80.t 8r,?83.0 8{.5 E0.t 8t.?83,0 8{.9 81,0 83.083.r 85O 0r5 83.5
13.38 9?.v{ t3-5/! tr'3/+ {
13.38 97-y1 C,f.1/8 91-y{ 5
16.7/8 !8-r/4 9,1.1/8 9t-3/1 5
16.1/1 9&y{ r3.5r8 tt.y.t 6
90.3/8 l&yf e1-5,l tt.v.t 6tt5,E 3t-ln 83.rr. ra-y4 7
t-1/{
l-1t1
1.111
1.111
1-l/a
1.111
tig r90
In 110l& r31rn i38lrt 16{r/l .t8t
Acrssonres
Powsvent lft - For tf[oug]r.he.wallventing on
50,000 to 195,000 BTU/hr sizes. Continuousfi
teguloted daft teduces eneryy costs by rrnlntalnlnS
elficlent combusflon.
NoniorOustlblc Base- MII.I|-IHERM I must be
hstnll€d on a Teledyne laors non-comhstible bose
osembly or oha apprwed non-combusUble zurface.
Sase odds 1. to boiler helghB ltsted h table,
Non.€ombustible Stand --- For easy nnintenance
accrs$btllp, o 19.1/9, turgh non<ombustjble f,oor
stand b abo ovallable.
Compresslon Tankr - Alr.durgcd daphngin.type
tsnk lrdh automntic mdcup wot€r contrel,
'lnot.vahblc in Canada,
Wthu llsAuy ro llnp You
The tnt water spcchlists at Telcdyne Laan woutd be
hoppy to put tlrlr owr .{0 }cats of ep,edence to
wak for you, tor assbtonce in choosing the right mit
foryow appllcatlen - or if )ou,d simpV like to know
rnorc aborrt OUf prodtrts, Sertke\ and extengw
warahty - just call toll.free l-800.362-5678 (U.S.).,TTELEDYNE LAARS
90}lclutrlrlVq, Roctrcd?r, NH 0386t r Tc[ (800) it6!!.56tS, (603) 335{3OO Frx! (603) *tr3355
1!^0-s.JcS" n9oo vc*, oat<rlr" onr.rb, Crpo wi rui : iii tl6'.ll gtt+gr io,, (905) 8{.logs&m Cordor Drha, A,boD04 c^'$m,r . ich (tO5) see_[000 r*iiioif Sga.lg3{
Acccfrory Srrca ?.' No
Pourcf Vcr* lct (u.5.) so.ttj to5IO000
lCanodo) 50.195 pv-o!
Nor{ombulublc 86se 50 & 75
lm & 195
t60
tc5
l0'l06t0l
1(Xc6r09
r0{56t03
t0{66r04
Ndl(omburltrlc Sbnd 50-125 t0r008m
t60 . 995 lot 0t900
'Co prcssionl4|[ 50.it5 A0066000
100 t 9t5 A0066900
FEB- 1El-97 t"toN 12 :57 P&H e45AE 1st.
--:f'
=NT
- -e.'
3'-tt2"
: 'i- ;f ilO,
b'
iramlng
UNFINIgHED
BAgEI"lENT
?:7' cctnb.Ah'-y x t2'-b'
,,,1 u0 | Cauta
At'dat'vq Fr"M
6'dt/e,tf
C.dntil,ever
aoo'/e
t
t
I
I
I
I.i
-' ,l
\'\ |--l
I
I
6'lY"'* I l*,i,**,fr&{=:
" - * +{ - ----:--.-.- .idl:i" i
fill[[-lll€'.J. i,',, r]- ll ,
2',-b"
]lrN--
il ).1 Xtl ri'I z^r ll irl 1 [--.-=-.
t'.i ., i"i" ii{IL -:':-1.1.;..iri. ; ibi i"- --J.j-.Irt ,,. , . i\$,' *i=Fe
+1.'-'.n\ \::---q-i.'i itffilri -"i$A +:r \ llli iiiw \ ilti l5Rough-eut' -' I | | | leY)arr-?oon ll lil l"
/t\ ----' \ lli i -lr@) \ilti tHRough-eut' -' I | | | ler,atl'lToon llli'l l"plumblng llll,; i,-,-:t\l'{r! -'
r!l
'-.: I
uNrr- A5
g€c uf.tlt AO fo?
lnterlor dlmenctona-
u:q>1FJ
;a-.\t-'tr"-f-'-
---.\--F-
PORCT'i
AtsOVE
'.* 3|-t'4f # 4'-e{stj
t !^TED
GARAGE
FEB- 1E'-97 t',t O NI I'ICFERRIN P & H P. A1
IN
Notesi
I P.0. Box 784 r
From the desk of, . .
A - 1 rnlat+
ln4 =3)
7t t<
ll]-v
6 t<- 28
Charlie Davis
T1,L
Cc-;na fu ?
sr Q* Duct
{j *'n"t o,^,,*
TOWN OF VATL
75 S. FRONTAGE ROAD
vArI_,, co 81657
97 0-47 9-2t38
Job Address...:Location......:
Parcel No.....:Project Number:
2099 N FRONTAGE
VAIL COMMONS BLD
2 10 3- 114 - 1s -013
PRJg 6-012 2
Status...: ISSUEDApp1ied..: 02/24/t9e7Issued...; 02/24/1997
Expires. . : 0B/23/1.997
AT ALL TIMES
M97-0019
Phone z 3034214020
Phone t 30342L4020
1,600.00
#0t tlood/PaL l,et:
DEPARTMENT OF COMMUNITY DEVEI.,OPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE
PerrnitMECHANICAL PERMIT
APPLICANT ALLEN'S HEATING, A/C & SHEETME
5570 HARLAN STREET, ARVADA CO
CoNTRACTOR ALLEN'S HEATTNG, A/C & SHEETME
5570 HARLAN STREET, ARVADA CO
80002
80002
TOWN OF VAILt CITY MARKET, pO BOX 729, GRAND JUNCTION CO 81502
OWNER
Description:
ALL VENTS AND DUCTWORK FOR MECH. EQUIP.
Valuation:
Fireptace Information: Restri cted: Y #0f Gas AppIiances:#0f Gas Logs:
*************'t******************************************** FEE SUnl.lARy *******************************ff************************
llechani ca [---)
Pl.an Check--->
lnvest igat i on>
lJitL cat l.---->
40.00 Restuarant Ptan Revi ev--)10.00 DRB
.00
? lt{]
TOTAL FEES-----
.00 Totat Catcutated Fees---)
.00
53.00
AdditionaL Fees--------->
TotaI Penm'i t Fee-------->
Paynents-------
53.00
.@
53.00
*************************t*****************ff******************************************illlffl-lli;;;;;;;i**ii*i************ill***
IIem: ,O51QO-PUII,DING DEPARTMENT Dept: BUIIJDING Division:g?/24/!gg? CHARLTE AaEid;it--EpFn cHenlrE DAviS-Ifem:'05600 FIRE DEPARTMENT Dept: FIRE Division:
CONDITION OF APPROVAL
1. EIEI,D TNSPECTIONS ARE REQUTRED TO CHECK FOR CODE COMPLTANCE.?. gouEqsrroN ArR Is REeurREo pEn Ssc.--607 bF--rHn-TsIi-tMe ;----'3. INSTA!,LArIoN^!!qgT CONF,.ORM T0 MANUFACiUnES- rll-Srnuetiolls-euo. TO APPENDTX CHAPTER 21 OF THE 1991 tMe;-- -- -4. qAS_ApplrANqEg str4l, BE vENfBD-AeCOniiiNC TO CHAPTER 9 ANDSHALL TERMTNATE AS SPECrFrnD ru- Sec-.-s06-oF-rHb---1991 uud-.-
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DECLARATIONS
l.hereby acknowtedge that I have read this apptication, f il,l,ed out in ful,l, the information required, compteted an accurate plotptan, and state that att the information provided as required is correct. t agree to compty riith the information and pLot itan,to comPty vith al'l' Town ordinances and state [aws, and to buil.d this structure according io'the Town's zoning and subdivisioncodes, design review approved, uniforr Buil,ding code and other ordinances of the Tovn aipticabl,e thereto.
REOUESTS FOR INSPECTIONS SHALL BE IiADE TIIENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AI 479-2138 OR AT OUR OFFICE
'ROH
6:00 Afi 5:OO ptl
SIGNATURE OF OI,INER OR CONTRACTOR FOR HII.ISELF ANO OI,INER
****************************tl************************!k**********
TOWN OF VAIL, COLORADO Statemnt****************************************************************
Statemnt Number: REC-0249 Amount: 53.00 02/24/97 ]-1,.35
Payment Method: CASH Not,ation: $60 . 00 RECEMD Init: CD
Permit No: M97-0019 Type: B-MECH MECHANICAL PERMITParcel No: 2103-114-15-013'SiIe Address I 2099 N FRONTAGE RD WESTLocalion: VAIL COMMONS BLDG A-2Total Fees: 53.00This Paynent 53.00 Total- ALL Pmts: 53.00Balance: .00****************************************************************
Account Code Description Amount01 OOOO 4I3T2 MECHANICAI., PERMIT FEES 4O.OO01 0000 41332 PLAN CHECK FEES 10.0001 OOOO 41336 WIIJIJ CALL INSPECTION FEE 3. OO
U''i- re-?
Job Address. . . : 2099 N FRONTAGE RD WEST Status. . .
APPLICANT ALLEN,S HEATING, l/C & SHEETME Phonez 30342L4020
5570 HARLAN STREET, ARVADA CO 80002
CONTRACTOR ALLEN,S HEATING, A/C & SHEETME Phone: 30342L4020
5570 HARLAN STREET, ARVADA co 80002
OWNER TOVIN OF VAIL
t crTY MARKET, PO BOX 729, GRAND JUNCTTON CO 81502
Description: Val-uation: 1' 600 . 00
ALI., VENTS AND DUCTWORK FOR MECH. EQUIP.
Firepl,ace tnformation: Restricted: Y #Of Gas Apptiances: #Of Gas Logs: fOf t.food/Pa I' tet:
****ff***tt**ff******S**********t***ff************#* f EE SUl,lllARY **ff****Jrffi******'r**}*'h****tr*ff't*****ff*********tr**lbtt't*
echanica[---> 40.00 Restuarant Ptan Revieu--> .0O Total Catcutated Fees---> 55.00
PLan check---> 10.00 DRB Fee--------
Investigation> .OO ToTAL FEES-----
r,rir.r catr----> 5.m !i#iil";;;::_:__--__:::i ,r.ffi
***ffi**#H**********t*****ff**ffi**ff***f*********trl**l**rrffi********ff:ffi***ffi*****#***ft*****Jr**************|t/r
ITem: O51OO BUILDING DEPARTMENT DEPI: BUILDING DiViSiON:02/24/7997 CHARLIE Action: APPR CHARLIE DAVISrE6m:'0s0oo Finn DnpaRTMENT Dept: FrRE Division:
CONDIT]ON OF APPROVAL
1. FIELD INSPECTIONS ARE REOUIRED TO CHECK FOR CODE COMPLIANCE.2. COMBUSTION AIR IS REOUIRED PER SEC. 607 OF THE 1991 T]MC.3. INSTALLATIoN MUST CoNFORM To MANUFACTURES INSTRUCTIONS AND
TO APPENDIX CHAPTER 21 OF THE 1991 I]MC.4. GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 9 AND
SHALL TERMINATE AS SPECIFIED IN SEC.9O6 OF IHE I99I UMC.
,,*******************************************************************************
DECLARATIONS
r hereby acknovtedge that I have read this apptication/ fil,l,ed out in futl the information nequired, conpteted an accurate ptot
ptan, and state that atl the information provided as required is correct, I agree to compl,y with the information and plot ptan,
to compty with al,l. Town ordinances and state [aws, and to buil,d this structure acconding to the ToHnrs zoning and subdivision
codes, design revieH approved, Uniform Buitding code and other ordinances of the Tovn appticabte thereto.
REQUESTS FoR INSPECTIoNS SHALL BE IiADE TIIENTY-FoUR HouRs IN ADVANCE BY TELEPHoNE AI 479-2138 oR AT oUR oFFICE FR0l4 8:00 Al4 5:00 P[
SIGNATURE OF OIINER OR CONTRACTOR FOR HII.ISELF AND OTNER
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 81657
97 0-47 9-2t38
DEPARTMENT OF COMMUNITY DEVELOPMENT
7
D
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT PETM1I #: M97_0019
Location : VAIL COMMONS BLDG A-2
Parcel No..... : 2103-114-15-013
Project Number: PRJ96-0122
Applied..
Issued...
Expires. .
APPROVED
02/24/Lee7
02/24/tee7
08/23/ree7
(iffi'r
Eagle county Assessors?rr"" Q.Sq6-0t?'?28-8640 for Parcel /i. ToWN OF vAfL coNsTRUcTIoN ' pERl-trr r
PERMIT APPLICATTQN FORMDxrozr/-fu1fi
, APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED
x***************************** PEII!{If TNFoRMATJON *****************************tr)[ ]-Building [ ]-plunrbing [ ]-Etectrical Xl-Mechani-car [ ]-other
Job Name:
Legal Description: Lot Block_ Filing susprvrsroN,
Owners Name: Wna14p
Architect:
Address:
Address:
Pb.ffi-q# 0
Ph.
ceneral Descripti on y'n-l A la| A F'*C-tta* D',rr,sz- Bo'f*e14 * -A-^Lrnl."" A,*
a-
Number of Dwelling Units A Nurnber of Accornmodation Units:
.l)3rrnber and Type of Fireplaces: Gas Appriances- Gas Logs_ wood/pelret_vtrk********************************* VALUATTONS *********************************,l \rur"or""' """"I$l3ii:iffilpuo(,?:m: l--PLUMBTNG: $ _ MEcIrI]*************************'r* CONTRACTOR INFORMATION ***************************
' Eeneral Contractor: rrr^r^rrr a€ rr- i r 1D^- rr'..
work class: ffi-New I J-Alteration t ]-Aclditionar [ ]-Repair [ ]-other
Town of Vail Reg. NO.
Electrical Contractor:
Address:
Address:
Plunbing
Address:
Contractor:
Phone Number:
Town of Vail
Phone Number:
Town of VaiI
Phone Number:
Reg. No.
Reg. NO.
*5,./*t'
OFFTCE USE
BUILDING
Town of Vail Reg. No. l{/-nPhone Number : gA<- lz / - qple__
*******************************
PI,AN CHECK FEE:
********************************FORBUILDING PERMIT FEE:
PLUMBING PERMIT FEE:
I-{ECHANICAIJ PERMIT FEE:
ELECTRICAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
PLUMBTNG PI,AN CHECK FEE!
I'IECHANICAL PI,AN cHEcK FEE:
RECREATTON FEE:
CI,EAN-UP DEPOSTT:
TOTAL PERI,IIT FEES:
BUTLDING:
SIGNATURE:
ZONING:
SIGNATURE:
VALUATION
CLEAN UP DEP,OSIT RENIND
o
75 soulh tronlage road
Yail. colorado 81657
(303) 479-21.38 or 479-2L39
TO:
FROM:
DATE:
suB.TECT:
oftlce ol communlly developmenl
ALL CONTRACTORS CURRENTLYL REGISTERED WITH THETOWN OF VAIL
TOWN OF VArL PUBLIC WORKS/COMMUNITY DEVELOPMENT
MARCH 16, 1988
CONSTRUCTTON PARKING & MATERTAL STORAGE
rn sunmary,.ordinance No. 6 states that it is unrawful for anyperson to ritter, track or deposit any soil, ro"k, sand, debrisor material, including trash burnp=rer=, portable toil_ets andworkmen vehicles. upon-any streetl siaewaix, -;li;y or pubric
-pr?:" or any portion theieof. rhe ;isha;i_;;y-;n alt rown ofVail streets and.Igag" is approxirnately 5 ft. off pavement.This ordinance wirr be striltry enforcEd by the Town of VairPubric works Department. pers-ons found vi6tatinq this ordinancewilr. be given a 24 hour written ""1i""-to-;;;;;'=aid rnateriar.rn the event the person so notified does n-i -ornpry wi.th thenotice within the 24 hour time specified, tt"-p"[ric worksDepartment wirr remove said mateiiat at tn"'""p""se of personnotified. The provisions of this ord.inance =h;ii not beapplicable to c-onstruction, ,.irrt"rr"rrce or repair projects ofany street or alley or any utilities in the righi_u-ruy.
To-review ordinance No. 5 in furI, prease stop by the Town of
J1i_f eu|]ding Departrnent to obtain a copy. rnant< you for yourcooperation on this rnatter.
Read and acknowledged v:
osit'ion/Rer@(i.e. contractor, owner)
75 soulh tronlrge road
Yall, colorado 81657
(303) 479-2L38 or 479-2L39 olflce of communlty devclopmelrl
BUILDING PERI{IT ISSUANCE TIME FMME
If this penll:t requires a Town of Vail Fire Department Approval,Engineer's. (.Publ ic works) reyiew and approva'r ,'a prannini'oepartrnentreview or Hea'tth Departm6nt review, anb'a-i.uid ;i-;ii;"EriiaingDepartment, the estirnated time for'a iota't i"ui"*-ilay"iail'as tongas three weeks.
All commerciai (iaroe or smail) and a'lr mu]ti-family permits willhave to follow [tre Suove ;";iion;J-ilximum requirements. Residentia.land.small projects shourd take a teiier'amount of time.'However, ifresidentiai or smaller.projects impact the various urou. mintioneodepartments with reoard to-necessai-y review,-il "r" ir"j".il' ruyalso take the three-weef peiioJ.
Every attempt wil'r be made by this departunent to expedite thispel'ml:'t aS soon as possi bl e. -
I, the undersigned, understand the p'lan check procedure and timeframe.
vAt
Communi ty Devel o pment Departrnent.
Y MEMORANDUM
TO: ALLCONTRACTORSFRoM: TOWN OF VAIL PUBLIC WORKS DEPARTMENTDATE: MAY 9, 1994RE: WHEN A "PUBL|C WAY PERMTT'lS FEQU|RED
Job Name:
Date:
Please answer the lollowing quesiionnaire regarding the need for a'Public Way Permit":
YES NO
1) fs this a new residence?
2) ls demolifion work being performed
lhat requires the use of the right
of way, easements or public property?
3) ls any utility work needed?
4) ls the driveway being repaved?
5) fs ditferent access needed to site
other than existing driveway?
6) ls any drainage work being done
atfecting the right ol way, easemenls,
or public property?
7) ls a "Flevocable Right CI Way Permit'
required?
8) A. ls the right of way, easements or
public property to be used lor staging,
parking or fencing?
B, lf no to 8A, is a parking, staging
or fencing plan required by Community
Development?
lf you answered yes to any of these questions, a 'Public Way Permit' must be obtained.
'Public Way Permit" applications may be obtained at the Public Work's otfice or at
Cgmmunity Development. lf you have any questions please call Charlie Davis, the Town' of Vail Construction Inspeclor, at.479-218.
I have read and answered allthe above questions.
Job Name Conlractois Signature Date