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Plan Rovicr Based oatbe 1988 Unif,orm Codes
PROJECT NUMBER: 489 NAME: CASADE CROSSIMG-INT. FINTSH
ADDRESS: 1031 S.FRONTAGE RD. DATE: 4-8-91.
CONTRACTOR: PERCO
OCCUPAIiICY: B ARCITITECT: DONALDSON
TYPE OF CONSTRUCTION: V-1HR ENGINEER:
DRB APPROVAI REQUIRED: Y PI-,AI{S EXAI'IINER: DAN STA}iIEK
CoRRECETONS REoUTRED
The Lteus list€d belov are aot iatended to b€ a coupleta listiagof all possible code requiren€nts ia tbe adopted cod€s. It ig aguide to selected sections of the codes. tte folloring ig not to
be construed to be an approval of any violation of aay of tbe pro-visions of the adopted codes or any ordinaace of the Tora of Vail .
].. FIRE ALARM SYSTEM APPROVED BY MIKE MCGEE.
2. HA}IDICAPPED REST ROOMS TO MEET ALL CODES?3. COMBUSTION AIR NEEDED FROM OUTSIDE ON A],L MECH.ROOMS.4. PRIOR TO TCO VERIFY 35 PARKING SPACES5. LIGHTS ON NORTH SIDE OF BUITDING EXTERIOR TO BE SHUT OFF.6. THIS PERMIT IS FOR INTERIOR WORK THAT OWNER HAS AGREED TO DO:
DEMISING WAI,LS, MECHANICAT HEAT AND IENTII,ATTON FOR THE BUILDING
ELECTRICAL LIGHTING, ETC.
?. AIL TENENANT FINISHES REQUIRE ADDITIONAI PERMITS BEFORE ANY WORK
CAN BE DONE.
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75 soulh fronlage road
vail, colorado 81657
(303) 479-21.38 ot 479-2t39
3r'
'r I
l'!
TO:
FROM;
DATE:
SUBJECT:
oftlce of communlly developmenl
ALL CONTRACTORS CURRENTLYL REGISTERED WITH TIIETOWN OF VAIL
TOWN OF VAIL PUBLIC WORKS/COMMUNITY DEVELOPMENT
MARCH 15, 1988
CONSTRUCTTON PARKING & MATERTAL STORAGE
rn summary, ordinance No. 6 states that it is unrawfur for anyperson to litter: lTack.or deposit any soit,-r".f, sand, debrisor nateriar, including trash durnpsrers, portable toilets andworkrnen vehicles upon any streetl siaewailcl -;li;y or publicp1?9" or any portion theleof. The right-oi-r.y 3n art Town ofVail streets and.I?ug= is approxinately 5 ft. 6ff pavement.This ordinance wirr be. strillry enforcid, ry the-iown of VailPublic works Denartment- pers6ns found vieraain; this ordinanceril+- be given a 24 hour writren ""ii""-t"-;;;;;'.aid rnarerial.rn the event the person so notified_does not conrpry with ttrenotice within the 24 hour.time speciiiee,--irr"-p"tric worksDepartment will remove said urateii.t_"t tt"--""p."se of personl"tifi"9: The provisions of thii ordinance shall nor beapplicabre to construction, naintenance or repair projects ofany street or a1ley or any utilities in ttre-ilg[l-"_r"y.
To review ordinance No- 6 in furr, prease stop by the Tohrn of!3ir nu1]ding Department to obtain a copy. ri:ani< you for yourcooperation on this rnatter.
acknowledged
PositionrznelationEffi (i.e. contractor, owner)
.?
{.Town of Vai I25 S. Frontage Road
Vai l , Col oracJo 81657(f,o3) 47&*TCtACl
FIan analysis ha6ed on
the 1985 Uniform Blrilding trode
Frojerct Id: CAStrADE CROSSING
Addresgr 1Of,1 SOUTH FRONTAGE RD, h,EST
Occupancy: F3
Type o{ Eongt: V-lhr
FL NANE
Date: November 14, 198]9
Contractor: RAS BUILDERS
Archi tect: ttj, l-1, JEIN A65OC.
Engineer: THE I{ANDEN GROUP
Flans Examiner! N0RRIS
NOTE: The cade items listed in this repor-t are not intended to be a compl ete
listing of alI possible code requirementg in the 1985 UEtr. It is a gutide to
gel ected sectione o{ the code.
SEPARATINN
DIRECTION BBUNDARY AREA INCREASE FIRE F.KOTECTION
NORTH Furb I i c way lcr(,. (:, Feet g(:1. r-, Feet
EAST Froperty I i ne 57. {:, Fa(?t 57. l-t pssl
SOUTH Purb I i c way 8f,. O Feet 63. t-, Feet
hJEST F'roperty 1 i ne 235. l:) F'eet 335. {t Feet
Area i ncreased 1(l(--r. Otl7, f cr stren area on 4 si des,
trCtr T,IAX FLR AREA ALLOWED RATIO STATUS
I Retai I Sal esi Room Et: t:l: 11(){)(J :S0{)0 {1" 39 r.:[,:
TflTAL FOR FLNOR
EUILDlN6 TOTAL
1lf_l(J{-r ?8()00 fi.39 olr
l1(l{}{r lgc}(:!{:! 0.39 {]lr
EXTHRIfJR WAI-L FIRE RATINGS AND OFENING PROTECTION
Table L7-A ?'t Table 5*A
NORTH EAST SOUTH t4E5T
OCC BRG NON-BR6 OFNG FRG NON-BRC} OFNS FRG NON-BRG OFNG BRG NON_BRG OF'NE
[',ALL tr,ALL FROT WALL WALL FROT WALL IAIALL FROT hJALL NALL FR0T
E3 thr lhr None thr lhr None thr thr None thr thr None
The exterior walls may be of COMTIUSTIFLE material . Sec.?3O1.
None *- No {ire protection requtirementg for openings.
Frot -- Openings are to be protected with 3/4 hr {ire assembl iFF,
507. of the area o{ the wa1 I max i rnnrn. Sec . 2lOS. ( b ) 9r Tab Ie 5-A
l"laximum sinqle window si:e is 84 sq.ft with no dirnengi ongreater than 12 feet. -- Sec. 4306. (h)
oFage * 3
t
Code r-evi ew { gr:
Project Id. r trASCADE CROSSING
Addregs: 1r-t31 SBUTH FRONTAGE RD. I^IEST
NOP -- Openings are not permitted in this wal 1.{t -- Thege wallg may be requi red ta have a parapet wall 30 incheg
above the roofing. The parapet wal I is required to have the game
{ire rating as t-he wal1. See gect-ion 17t19. {or details and excepti ons.
OTHER BUILDING ELEI"'IENTS Table 17-A
ELEf4ENT HATERIAL RATING NT]TES
Interior Bearing wall Any I hr
Interisr nonbrg wall Any t hr See Foatnote *5
Structural Frame Any I hr
Exterior Struct Frame Any t hr See footnote *1
Floor/Ceiling Assembly Any t hr
Roof/Ceiling Assembly Any t hr
Stairs Anv None
FOOTNOTE$;
1) l'linirnum on exterior gide also based on exterior brg. wal 1 requi rements.
5) Nonload-beari ng walls within a tenant space that are not part of a
Ihr corridor may be o{:
a) Noncombustible (nonrated) mater i aL s
L,) Fire r etardant -treat ed wood
c) One-hour construction (any material ) -- Sec. 17{}5. (b)1,
OCCUFANCY SEFARATIONS
None requi red
ADDITIONAL SEFARATIENS
FOR B? OCCUFANCY:
A thr otrcLtpancy Eeparelti on ig requrir*d around rcrorns containing a boi ler or
central heating nnit greater than 4OCrr0(ril ETU inpurt. -- Sec. 708.
FXIT REEUIREI'IENI"$:
FL NANE OCCUFANT NUI'IFER EX IT FANIC RATED DOER NETES
LOAD REOUIRED WIDTH tft.l HDh,ft CtrRRIDOR S[^,ING
I Retail Saleg Rcrom J67 I 7,3 No Yes Ourt
TOTAL 367 ? ( ?) 7 .3( 7. f,) No Yes Ourt
Rated corridors are to have thr fire protecti Bn on both sides of walls and
ceiling. -- Sec. 33(t5. (g) Openings are reqr-rired to be protected.
-- Sec. 3305, (h)
In areas where 2 exits are required, the minimum separation is 1/? of the
ma:<imum diagonal o+ the area or {1oor. -- Sec, 33O3. (c)
Exit signs are required {rom all areas serving an occutpant load of 5tl) or rnore.*- Sec, 3314. (a)
Door swing is baged on Sec. 3304. (b) except as noted.
Occurpant load is based on Table 33-A.
Nurnber o{ exitg is based on Table 33-A except as noted.
Exit width is based on Sec. 33Ct3. (b)
FOOTNOTES:
*to=
Code review {or:
Frsject Id.; CASCADE CRO$SINEi
Addresg: lt]f,1 SOUTH FRONTAGE RD. b,EST
HANDICAPFED ACCESS:
1) HanrJi capped access is requri red to at I east one prirnary entrance
to thig br-rilding -- Sec. 33O1. te,) & Table 33-A
?) If a ra.np is Ltsed {or handi capped actresso the max slope is
1r1?. -- Sec 3f,tt7.(c)
Fravi de a landing within I inch lL12 i nch at doorg nsed *or handicap access)
of the threghold. -- Sec. 3304. (h)
The minimnm width is: same as dc:clr width and the minirnL.m length is 44 incheg.
-- Sec. 33r-r4, ( i )
The maxi mutm travel distance in this br-ri. ldinu is l5O {eet.
-- Sec. 3503. (d)
ROOFING REOUiREPIENTS:
1) The roo{ing on this building is reqnired to be {ire retardant,
-- Sec.3301 . (b)
3) See section f,?Cr.l. (e) and ICFO regearch retrortg {or requrirementg.
AUTOf'IATIT SPRINI":LER SYSTEI,IS:
I{ opening are not provided in aach 3{:} +eet o{ extericr wall or there is
floor area rnore than 75 {eet from an exterior opening, an at-rttlfiatic
=pri nl':1er system is requrired. -* Sec. f,?i13. (b) |
STANDFIFE REOUIREf'IENTS:
1) A standpipe =yetem may be requtired, -- T;rbI e 18-A
?) The location i:i t-o be perr Sec. 38t15. {c) ,' (d) ,'and/or'(e}
NALL AND CEILING FINISH:
t) hJal 1 and ceiling finish matarials are requri red tt: comply with
Sec. 43(:!4. (a) and T.rbIe 4?-F-
:) Darpeting on walls and ceiling are requrired tn have a Class I
{l arne spread rating. -- Sec. 4?04, (b)
INSULATION NOTES:
1) A1 I ineurlation material includj.ng facings are reqlri red tn have a {lame*
spread rating clf 35 or legg and a maximurm smoke density o{ 45O urrrless
it is in a concealed space and the {acing is in trDntatrt with a wall or
cei I i ng " -- Sec. 171f,. (c ) e:rc. #?
?) Foam plagtic ingulationg are required to be protected. -* Eec. L7 12.
6LAZ ING REOUIRET4ENTS:
1) AlI glaring in haaardous locstions is required ts be of safety
gIa:ing material , -- Sec. 54O6. (d)
ADDITItrNAL REGUIREI"IENTS:
For B? EccLtpancy
In aII areas customari 1y occupi ed by humans, provide naturral or
arti{icial ligtrt and ventilation. -- Sec. 7O5.
I
aFage * 4
Code review f or:
Prnject Id.: CASCADE CROS$ING
AddreEsr 1031 SOUTH FRONTAGE RD. WEST
If water f olrntai ns are provided, one .nLrst have a spout within f,f, inches o{
the floor and up-frant controls. -- Sec. 511. (c)
HANDItrAFFED TOILET FACILITIES:
1) AlI doorways leading to a toilet room {or handicapped are requrired to
provide 3? inchee clear width. -- Sec. 511. (a)
t) Frovide 44 inches clear on each side o{ doorways. ** Sec. 511, (a) 1.3) Provide a 6O inch di ameter clear area within the toilet room(g).
-- Sec.511. (a)2,
4I Frovide a clear area 4E inches wide and 48 inches long i.n front of at
lesst one water closet. If in a compartment and door ig on the side,provide a clear access width a{ 54 incheg, Door may not encroach into
clear area, -- Sec, 511. (a)3.
5) A 4S inch accesg width is reqlrired to the handicapped compartment.
-* Sec, 51 1 . (a) 3.
6) Grab barg are required behind and on one gide or on both gides of
handicapped water closet. Side bar is requi red to be 42 inches long (min)
and extend ?4 inches in {ront o{ water closet. Rear bar is to be ?4 i nche:ilong in a room or 36 inches long in a cornpartment. Earg are to be 33inches to 36 incheg above the floor. *- Sec. 511. (a)4.
7, Provide a clear area nnder at I east one lavatary. 3t) inches wide X 39
incheg hiqh X 17 inches deep mininrLtm. -- Sec. 511. (b) 1"
8) The bottom of one rnirror e opening o{ a towerl {ixtutre, and disposal {i:ltlrre
ig required to be within 4{t inches o{ the f loor, -- Sec. 511. (b) ?..c2.1 .
.t
lnttn
75.ouh lrcntrgp rc.d
rrJ|, colo3aafo dfi57
(36)|7$u|38
(s).7$?|30
orlfice ol conrmunlty dcrCopment
June 26, 1991
Mr. Robert LaPoint
The MutualGroup (U.S.), Inc.
401 North Executive Drive
Brookfield, Wl 53605
Re: Cascade Crosslng Retall Center
Dear Mr. LaPoint:
The current status of the Cascade Crossing retail center is as follows:
1. The lease spaces have been tumed over to individual tenants for fixturing, and the
"Sports Rent' space is currently occupied under a Temporary Certificate ol Occupancy.
2. Certificates of Occupancy may be issued for the lease spaces upon completion of all
building code requirements, Town of Vail approved landscaping and highway
improvements (per the Colorado Department of Highways access permit).
3. The owners have arranged for a letter of credit to guarantee completion of landscaping
to coincide with the Town's planting requirements. Said letter of credit is due to expire
on July 31, 1991.
lf you have any questions, please do not hesitate to call.
Sincerely,
lLJ. 14,(L
Mike Mollica
Assistant Director of Planning
lab
cc:Dan Stanek
lnwn
42 west meadow drive
vall, colorado 41657
(3031479.2250
fire department
MEI'{OR,ANDttl.l
TO:
FROU:
DATE:
RE:
@nuur4tsso
DAN STANEK, BUILDING fNSPECTOR T4 ,-.UTCHAEL llcGEE, FrRE MARSHAL UAUGUST 13, 1990
CASCADE CROSSING
I was reguested by Chief Duran to attend a meeting scheduledfor l- P.M. today with representatives of Cascade Crossing, BassettEnterprises, and the electrical contractor.
No one met me at the job site, but I took the opportunity tomeet with a forenan and obtained his pennission to look around thejob site. I want to relay a few of the items I observed.
1. An emergency light is reguired in the electrical room.
2. The fire alarm wire in the unfinished portion was fastened over
some dryrwall seans. The drywall contractor has apparently tapedand mudded. over the fire alarm wire.
3. The fire hydrant on the west end has been obstructed by thebackfill. I left infonnation with the foreman as to whatclearances are required.
4. Bassett Enterprises has left several coils of fire alarm wirein the circuit wiring in the finished and unfinished portions. I
have directed the foreman and Bassett to remove the excess wiringin the west store and directed that the remaining coii.s should be
removed as each space is finished.
PRO'ET TD:
o6rPAl.rcY: 1'=
PENUIT ISSNTG
Sec.3O3. (a) fte tilitdfug official may iss:e a permit for ttre otstructiqt of trnr{ of
tilildirq or sirucluc before tne entire plarrs ard 4ecificaticrs for t$e whole trritdirg on
stnrcfitre have been strnittecl or al4lorred, ptovided aae+tate info:nration ard d€taifed
statsrenits have been filed ccrpfyirg with a'l'l peltJrcrt t€qufreents of tbe oode. 1&e holde
ICIIN OF \ATL
75 S. FROITXAGE ROAD
vArL, @rrRAE 81657
BESD (lI SIE T985 T]NITEFiI E IIDIIG dT gTS IS A EAST SJECK PE8I{II EPPtf,Cafrt(rf
PIiN EXAMINR:
at ttteir tlre ermit or
IPPTJCAflICII PNOCETINts
D Yctn PI;INS $nr srE rollowrrG?Irus ltARKm x ene
ldo rs
/J & A site plan? *1J tn electrical plan?
/J ritt p,rpofing?
Z sprir*rer shcps?
D rit" alarm strqls?
PLAN CIIffi TTIII IUT ffiIN U}TTIIJ ATt.. OF EIE ETCFT LS CUPTE@ CR q'E{TTIE)'
trl
reqtdrcd.- (z) narurirq,/zc'nbg final apprrrral frm AcnmniQr Devefcgnert Staff.
i:i Hf recorls, agr.eenents, title r:eports, letters of czedit, bords, etc. rust a€qnp
ycr:r application.
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I. EIE Itr{DEASIGIED, BvE reAD AIID IINDERSf,EI|D. SIGN:
**T ADDI?IONAL PLAN REVIET{ REQUIRED IY CIIANCES, ADDITIONS OR REVISIONS TO APPROVED
PI.ANS, A FEE OF $3O.OO PER. HOUR WITH A MINIMW CHARGE OF ONE HALF IIOIJR.
lJ & Fordaticn Plan?
Rm.
alv
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Stanpea stnrcfirral?
El@r plans?
All elevations?
a mlanical plan?
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u& D speciflcations?
TY?E OF @I'ISI: ll-
LtrTTlF @F TRANSnfl 0TT4]L
ZAI S.,k4Jeu_6-er,l 6db)..L wzL
fr)T1-(frb
E Copy ol letter 0 Change odcr
D Undcr s€p.ratc covcr via
E Plans tr Samplcr tr Spcciffotionr
D
thc iollowing itrmr:
THESE ARE TRANSMITTED as check€d
\,/
AFor approval
D For your use
C As requ€sted
bclow:
tr Approved as submitted
n Approved as not€d
E Returned for corrcctions
E Rasubmit-copies for approval
tr Submit
-copios
tor distribution
O Roturn
-corr€ctld
print3
K"t revi.rv and comment tr
D FOR BIDS OUE T9- tr 'PRINTS RETURNED AFTER LOAN TO US
REMARKS
t, a,rdo{{t rr tlrl ioa,r t&d, ,kragt ttLr, oa tt otba.
l'.
IIrl
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;
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS
SOILS AND FOUNDATION IN\ESTIGATION
VOLITER NURSERY PROPERTY
vAtL, coLoRADO
Prepored For:
Voil Commerciol Portners, Ltd.
c/o Chorles L. Biedermon
2696 South Colorodo Boulevord
Denver, Colorodo 80222
Attenf ion: Mr. Chorles Biedermon
Job No. 13,913 Jonuory 27,1987
r97l WEST IzTHAVENUE . OENVER.COLQRAoOAO2O4' (3p,3raffi777
oo
TABLE OF CONTENTS
SCOPE
SUMMARY OF CONCLUSIONS
SITE CONDITIONS
PROPOSED CONSTRUCTION
SUBSURFACE CONDITIONS
SITE GRADING
BUILDING FOUNDATIONS
FLOORS
CONCRETE
SURFACE DRAINAGE
LIMITATIONS
FIG. I-VICINITYMAP
FIG. 2 - LOCATION OF EXPLORATORY BORINGS
FIG. 3 - LOGS OF EXPLORATORY BORINGS
I
I
2
2
2
3
4
5
5
6
6
SCOPE
This reporl presents tlre resulls of our soils ond foundotion invesfigotion for
fhe proposed Voliter Nursery building in Voil, Colorodo. Our investigotion wos to
evoluote subsurfoce condilions ol the site ond provide recommendotions for
foundotions ond for floors. This report includes o descriplion of lhe subsurfoce
conditions in explorotory borings ond our opinions regording foundotions ond design
soil pressures for ihem, guidelines for ground floor ond construction crilerio for
detoils influenced by the subsurfoce condiiions. A brief summory of our
recommendotions is presenled in the following seniences. More complete
descriplions ond tlre results of field ond loborotory tests ore included in lhe
reporf.
SUMMARY OF CONCLUSIONS
l. Subsurfoce conditions in our borings were 7 to B feet of fill underloin by
dense noturol grovels of the norlh end of the properly. Our borings ot
tlre south end of the property penetroted dense nolurol grovels. The fill
is not, in our opinion, suiloble to support foundolions or slob-on-grode
floors.
No f ree ground woter wos meosured in our borings.
We recommend founding the proposed building with spreod footings
beoring on o combinotion of the nolurol grovels ond structurol fill
replocing the exisiing fill beneoth footings. The exisling fill soils
exclusive of debris, lrosh ond orgonic motter con be used in struclurol
fil t.
The exisiing fill should be removed beneoth slob-on-grode floor for
betler perf ormonce. The existing f ill should be reploced wilh slructurolfill compocted fo high density. The exisling f ill soils exclusive of
debris, trosh ond orgonic motter con be used in structurol fill.
Surfoce droinoge should be plonned to provide ropid runoff of surfoce
woler owoy f rom f he building. Wof er slrould not be ol lowed to col lecl
oround foundolions or obove povements.
2.
3.
4.
-2-
SITE CONDITIONS
The Voliter Nursery properly wos o triongulor lot belween fhe Highwoy 70
right-of-woy ond lhe soufh Frontoge Rood in Voil, Colorodo (Fig. l). Two existing
buildings were locoted on the wesl side of the property. The buildings will be
removed. Along the north side of the property, in the eost one-holf of fhe
property, 7 to B feet of fill hos been ploced. The fill slopes down ot opproximotely
1.5:l (horizonlol to verticol) to the noturol ground surfoce. Eost of the property is
on existing three-story professionol building. South of the Frontoge Rood, there
ore porking lots ond severol one-slory buildings. In generol, the site is flot, except
in the creo where ihe fill slopes down to lhe noturol grode. The site is divided ot
opproximotely the center by o row of lorge boulders which divides the property
into two seporote porking lots. The site wos snow covered ot the lime of our
invest igotion.
PROPOSED CONSTRUCTION
A one-story building, opproximolely 180 feet long ond 50 to 80 feef wide is
plonned for the site. The building floor will step up from fhe south lo ihe north to
follow existing grodes. A slob-on-grode floor is preferred. No bosement
consfruction is plonned.
SUBSURFACE CONDITIONS
Subsurfoce conditions were investigoted by drilling five explorotory borings
in llre oreo of the proposed building. Boring locolions ore shown on Fig.2. Logs
of our borings, resulls of field penetrofion resistonce tests, ond loborotory test
dolo ore shown on Fig. 3.
-3-
Subsurfoce condilions in our borings in the norlheosl porl of the site were up
to 8 feet of brown grovel fill wifh cobbles overlying noturol dense, brown, sondy
grovels mixed with cobbles ond boulders. The fill moteriols were errotic in
density ond nol, in our opinion, suitoble fo support foundotions or slob-on-grode
floors. In the south ond west oreos of the proposed building, ihe noturol grovels
were found from lhe surfoce. Procticol drill rig refusol wos encountered in eoch
of our borings ot depths ronging from 1.5 feet to 10.5 feet. When refusol wos
encountered, severol ollempts were mode in the vicinify of the boring to
penetrole post the refusol.
Somples of the soils were returned lo our loborotory for iesting. Grodotion
lests on the motrix of the noturol grovels meosured 24 percent silt (porticles
possing ihe No. 200 sieve). The motrix hod no plostic or liquid limits.
SITE GRADINC
The building siie will need to be groded to oclrieve lhe proposed stepped
floor ond to shope the site to droin. The existing fill moy need to be completely
removed to occommodole the proposed floor levels depending upon how the owner
chooses lo hondle it under slob-on-grode floors. The exisling fill soils fhot ore
finer thon 6 inches ond free of debris, trosh, orgonic motter ond other deleterious
moteriols con be used in slructurol fill beneoth foundotions ond slob-on-grode
floors ond poved oreos. Allvegetotion should be stripped from surfoces to receive
fill. The surfoces should be scorified ot leost 6 inches deep, moisture conditioned
to lhe optimum moisture content for compoction ond compocted to 90 percent of
modified Proctor dry density (ASTM D 1557). The hondling of the existing fill
beneotlr footings ond floor oreos is discussed in tlre severol following sections.
-4-
BUILDINC FOUNDATIONS
The noturol soils ore dense grovels ond suitoble to support footings' The
soils ot fooiing level will be both noturol grovels ond exisfing fill. In our opinion,
the existing fill is noi suitoble fo support footings ond should be removed ond
reploced wifh struclurol fill. Slructurol fill should be consirucfed wilh sonds'
sonds ond grovels or grovels with 100 percent finer thon 6 inches, moisture
conditioned to wilhin 2 percent of oplimum moisture contenl ond compocted lo 95
percent of modified moximum Procfor dry density (ASTM D 1557). The existing
fill soils thot ore finer thon 6 inches ond free of debris, trosh, orgonic motter ond
other deleterious moteriols con be used in structurol f ill.
Spreod footing foundotions should be designed ond constructed using fhe
following criferio.
l' Spreod foof ings should be ploced below frost depth (4 feet is normolly
ossumed in lh'is oreo) ond b.or on the noturol grovels or o combinotion
of the noturol grovels ond slructurol fill replocing ihe existing fill
beneoth foofings. Spreod footings should be designed for o moximum
soil beoring pressure of 5,000 paf. The strucfurol fill should extend
down ond ouf'from the outside edge of footings on o 0.5:l (horizontol lo
verticol) slope.
2. Continuous footings should be ot leost 15 inches wide. Pods below
isoloted columns ihould be ot leosf 24 inches by 24 inches. Footing
sizes moy vory depending uPon the building loods.
Foundotion wolls for conlinuous footings should be reinforced both top
ond bottom. We suggesl os o minimum; the reinforcemenl needed for o
simple spon of l0 feet. Reinforcement should be designed by o quolified
slruclurol engineer.
Compleled excovotions should be inspecled by o represenlofive of our
firm fo confirm fhe soils ore os onticipoted from our borings ond lhof
oll existing fill is removed from beneoth footings. Plocement. ond
compoction of sfructurol fill should be observed ond tested by o
representotive of our f irm.
4.
-5-
FLOORS
There is existing fill beneoth building floor oreos which is not, in our opinion,
suitoble lo support slob-on-grode floors ond, it oppeorsr structurol fill will be
needed lo roise portions of the site to floor subgrode. We believe it would be best
to remove ol I the existing fill from beneoth slob-on-grode floors ond reploce it
with sfructurol fill. lf the owner wishes to sove moneyr 3 feet of the existing fill
could be removed ond reploced wifh slructurol fill but there is risk the remoining
existing fill will seltle ond couse slob domoge. The grovels will supporf slob-on-
grode floors. All the structurol fill beneolh slob-on-grode floors should be
moisture conditioned wilhin 2 percent of optimum moisture content ond be
compocled to oi leost 90 percent of modified Proctor moximum dry density
(ASTM D 1557). The existing fill soils thot ore finer thon 6 inches ond free of
debris, lrosh, orgonic motler ond other deleferious moteriols con be used in
structurol fill beneoth floors. Off-site soils needed to supplement the on-sife soils
should be similor lo on-sife grovels with 100 percent finer thon 5 inches. The
floor slobs should be constructed on o fine grovel loyer. We believe the floor slobs
sl'rould be seporoted from building foundotions ond construcied os lote in the
construction process os possible to reduce differenfiol settlemenls. Slobs should
be independent of structurol members, plumbing ond portitions. To reduce
crocking ond curling, slobs should be designed in smoll ponels.
CONCRETE
A somple of the fi ll soils wos tested for sulfole concenfrotions. Test results
indicote o concenlrolion of less thon 0.01 percent woler soluble sulfotes. Type I
cement be used in concrele exposed to foundofion soils.
-6-
SURFACE DRAINAGE
Performonce of foundotions ond concrete flotwork is influenced by tlre
moisture condilions in the subsoils. The risk of wetfing foundolion soils con be
reduced by corefully plonned ond mointoined surfoce droinoge. Wetling or drying
of the open foundotion excovotion should be ovoided during construction- The
ground surfoce surrounding fhe exterior of the building should be sloped to droin
owoy from fhe building in oll directions We recommend o slope of ot leost 5
inches in fhe first l0 feet. Bockfill oround foundotion wolls should be moistened
ond compocted to ot leost 90 percenl of moximum modified Proctor dry density
(ASTM D 1557). Roof downspouts ond droins should dischorge beyond the limits of
ollbockfill.
LIMITATIONS
Our borings were spoced to obtoin o reosonobly occurote picture of the
subsurfoce conditions ot the site. Procticol drill rig refusol wos encountered in
eoch of our borings ot depths vorying from 1.5 to 10.5 feet. Voriotions in the
subsurfoce conditions not indicoted by our borings ore possible. We should inspect
lhe completed footing excovotions to confirm lhe soils ore os indicoted by our
borings. Plocement ond compoction of fill should be observed ond tested by o
represenlotive of our f irm.
This report wos bosed on conditions disclosed by our borings, results of
loborotory tests, engineering onolyses ond our experience. The criferio Presented
reflect lhe proposed construction. Should chonges in the plonned sfructure or ils
configurotion occur, we should review our work ond evoluofe tlre effect of lhese
clronges on our recommendolions.
-7-
lf we con be of further service in discussing the confents of this reporl, or in
fhe onolyses of the proposed building from o geotechnicol point of view, pleose
coll.
CTL/THOMPSON, tNC.
3cc: Morter Architects
143 Eost Meodow Drive
Crossroods oi Voil
Voil, Colorodo 81657
Altention: Mr. Kirk K. Aker
KAD:FJH:gl
(2 copies sent)
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CASCADE CROSSING
RETAIL CENTER
vAlL, coLoRADO
OUTLINE SPECIFICATION
PRELII,IINARY PRICING sET
August 4, 1989
Cascade Crosslng Retel I Center
Vat l. Co I orsdo
Date: August 41 1989
Pre I lninary Prlctng Documents
OUTLTNE SPECIF ICATIONS
Thls outllne speeltlcation ls to accompany Prellotnary Draulngs
1-g and togethef shsll eonstltute the Prellmlnary Prlclng set.
LIST OF PRELIIIINARY DRAIJINGS
1. Stte Plan
2. Gradlng Plan
3. Landscape Plan
4. Foundgtlon Plan
S. Roof Franlng Plan
6. Butldlng Floor Plan
7. Bui ldlng Elevatlons
8. tJa l Sectlon and Detal I s
9. Overat t Bulldtng Sectlons (outllne only)
CT}NDITIONS OF THE CONTRACT
A. Constructlon Contract: Negotiated AIA Contract.
B. General Condltions: AIA Document h-2C)L. Articles 1-1+.
C. Suppiementary General Conditions: Modified supplemental
conditions to General Conditions of the gontract-
DlvlSl0N 1
GENERAL REQUIREHENTS
1. 01
1. 03
1. 04
I. Uf
1. 06
Sumoary Of Llork
This proJect consists of the construction of the shel I Portion
of a one-story retai I but lding and related site developnent.
Llork ls to include but is not llmited to the follouing:
demol ition and removal of exlsting structures' general slte
gradlng and preparatlon, excavation. foundations. concrete
floonr concrete masonry, steel columns, glued-lamlnated beans
and wood Jolsts and rough-1ns for future plumbing ( lncludlng
fire sprinkler systetn) t heating' ventllatlon, electrlcal and
gas. Also included wl I I be stte utt l lties as shoun on site
pian. asphat t paving and drives, concrete walks and curbst
. exterior pavers. landscaping and irrlgation system' site
I tghting and other site eiements as shown.
tJith the exceptlon of denislng wal ls in locatlons shown'
finished plumbing, heating, venti lation and electrlcal plus
lnterlor partitions, cei l lngs and interlor wal I flnisheE Ehal I
be consldered Tenant lmprovements and $, ll I not be a part of
th 1s contract.
OZ Al I ovances
Not appl icebie.
Unit Pr i ees
Not app I icabie.
A I ternates
hlot appl icable.
Coord inat i on
Contractor shal I provide project coordination r.,i th the Owner.
Archi tect. and each enti ty invo I ved with the project. includlng
other contractors and local code and/or regulatory agencles.
Cutting and Patch i ng
As reoui red and shoun.
Cascade Crossing 1-1
DrvrsloN 1
GENERAL REQUIREMENTS
l. 07 Regulatory Requir€rents
Al I r.rork shal I conf orn to governlng codes and regulations of
the Tor.rn of Va I I , Co I orado.
Code Classlflcatlon: 1988 U.B.C.
Occupancy: A-3.
congtructlon! Type-V, non-rated (slth .f lre sprlnkler syEteo).
Stor les: One.
Feeg: Al I permit feesr lnspection fees, and taxes shal I be
pald by the General Contractor- TaP fees and speclal
development fees shall be pald by Owner.
1. OB Reference Standards
As cal led for.
1. Og Subrlttals
As requi red.
1.10 Qual ity Control
Inspectlons and testlng wl I I be scheduled by the General
Contractor.
1. 1l Teuporary Faci I ities
Ternpof ary faci l ltles shal I be provided for water. electric.
heat, teiepho_ne, ciosures. rubbish temoval. f ire Protectlonr
rences. oitice. toi lets. signs. Parking and roacis. and
scaf f olcis as requl red.
1.12 Project ldentification Sign
As 3 holtn.
EilD OF DIVISION 1
Cascade Cross I ng L-2
DIVISION 2
S I TET.'ORK
2.OL Subsurface Exploration
Recommendetions found 1n "Soi I s Report' provided by Owner.
2.02 Bui lding Denol ition
Provide cornplete demol ition of existing structures ancl
completely remove f rorn slte. Al I subgracie items such es
foundations and basement f loor slabs shal I be lncluded.
Disconnect. caP and identlfy al I utt I ities.
2.b3 Site Glearing
Verlfy site conditions atrd complete selective ciearing and
grubbing, disposal and uti l lty protectlon. Remove, stockPl le
and reuse extstlng topsol l. Protect exlstlng slte and adJacent
vegetation. Repair, replace and revegatate tf damaged at
Contractot's expense. Provlde fenclng as requlred.
Z.04 Obstruction Reuova I
See sectl on 2. 02.
2.OS Shoring
Not appl icable.
2. 06 Rock Remova I
Rock removal. trenching and excavation shal I be non-exPIosive.
ripPins with |reavy equipment. as required.
2.07 Site Grading
Provide rough and f inish grading in non-structural f i I I areas
as required. Provide structural fi I I placement as oetermined by
Soils Eng i neer .
2.OB Excavating, Backfilling and Coupacting for Structures
Refer to requirements of soi I s Report. Remove and replEce
structural fi I I for bui lding and parking areas as wel I as
backf i I I lng against toundation ual I s aE requi red.
2. Og Cai ssons
As s holrn.
Cascade Cross i ng
DMSloN 2
S I TEt.'ORK
2.70 Asphaltic Concrete Paving
Drives and parktng shal I be 3' thlck asphaltic concrete on lr'
base cour5e.
2.LL Curb, Gutter and Sidesalk
Portland Cenent (mtnlnun 5 bag mlx) as shoHn. Decotatlve paving
Ehal I be nlnterlocklngr concrete pavers get ln sand bed utth
contlnuous 8n vlde x L2n deep concrete curb.
2. LZ Subdrainage Syster
Conplete al I dralnage systems at exterlor footings and under
slabi per Solls Report and as sholn on drauings. Culvertst
surlace dralnage and dralnege durlng constructlon, per Solls
Repo r t.
2. Lg lrrigation
Provlde stub-out at bul ldtng and complete electronic control led
sys tem.
2. LL Landscaping
Provide materlals as shor.rn. Selected existing plant material
urill be removed, stacked and relocsted.
END OF DTVISION 2
Cescade Cross i ng z.- z
DlvtstoN 3
CONCRETE
3. Of Concrete Forlyork
Conforn vlth al I appl icable requiDenents of Anerican Concrete
lnstltute's ACI-347 and ACI-3O1.
3.02 Concrete (llasonry ) Reinforcelent
Conforn urlth al I ePpl lceble requirenents of the Concrete
Relnf orclng Steel I nstttute's (CRSI ) nl'lanual of Standard
Practlcen and Amerlcan Concrete lnstltuter s ACI-318. Shop
drar.rlngs per ACI-315. Subnlt steel produeert s nrl l I analysis
cert lf I cates.
3. 03 Cast-ln-Place Gonerete
'. Conply. with al l appl lcable Federal, State' and Local Codes'
safety r.egulatlons and referenced ACl standards (rDore stringent
requlrements wll I govern). Footlngs, retainlng wal ls, slabs,
construction .'lolntsr anchor bolts' hot and cold $reather
placlng, lnterlor and exterior hrork shal I be provided.
END OF DIVISION 3
Caseade Cros s i ng 3-1
DIVISION 4
MASONRY
4.OL Concrete l'lasonry Units
Provlcie standard f inish concrete masonry units where not
exposed to view and spi it faced and ground f aceci units as
cal led tor on draulnqs.
END OF DIVISION 4
Cas cacie Crossing
DIVISION 5
METALS
5. 01 Structural lletal Fraring
Reference Standards: Standard Speclflcatlons for the Design and
Fabrlcation of structural steel Bul ldlngs, the Anerlcan
lnstltute of steel construction (AIcs). code of standard
Practice for Steel Bui ldlngs and Brldges, AlC5. Code for
tJeldlng ln Eul lding Constructlon, D-1. c of the Anetican l,leldlng
Soclety. Provtde structural Eteel columns wlth steel saddles to
accept uood beems a3 shown. Provlde structural steel tube
franework aE Ehown. Shop drautnga requlred.
EHD OF DIVTSION 5
Cascade Cross ing 5-1
DIVISION 6
I.,OOD AND PLASTICS
6.Of Rough Garpentry
All 2x lunber shall be Douglas Flr Larch S4S No. 2 and better'
and alI solid tlnber beans and Posts shall be Douglas Ftr Larch
No. 1.
Partitlon studs shal I be Standard grade and better (Douglas Flr
Larch of Hen Fir 2xrs at 16'o.c.). ToP and botton plates shall
be Douglas Flr Larch No.2 or Hen Flr No. 2 and better.
Ptyuood roof 6heathing shal I be 3/4tt (C-D EXT-APA) trlth
exterlor glue, graded tn accordance with AOA standards eE
s hown.
6. OZ Prefabricated Structural Uood
Roof s shal I be plant f abrlcated r.rood ueb Joists bearlng on
plant f abrlcated g lued- lamlnated r.rood beEns as shourn. Shop
drauings requl red.
END OF DIVTSION 6
Cascade Cross I ng 6-1
DtvlstoN 7
THERHAL AND MOISTURE PROTECTION
7.Ol Eitulinous Darpproofing
Hot nop 3-ply asphalt f elt systen on f oundation wal ls be I or.r
grade. Protect before backfi I I ing wlth 1-L/2n r lgld lnsulatlon.
7.OZ Vapor and Air Retarders
Frovlde contlnuous polyvlnyl vaPor barrlers at inElde surface
of al I wal I and roof framlng.
7.03 I nsu I atlon
Roof lnsulatlon shal I be R-3O flbeDglaEs batt insulation.
Exterior wal I insulation shal I be R-1S fiberglass batt
lnsulatlon.
See sectlon 9.Ot for exterior insulation and finish system.
7.04 Preforned Rooflng
Provlde L-l-l2n standlng seem netal roof lng aE shovn wlth
2O-year guarantee and a 2-year westher-tlghtness guarantee.
7.OS l,lenbrane Roof ing
Provlde three-ply build-up asphalt applied glasEfiber
reinforced roofing system uith gravel aggregate.
7.06 Flashing and Sheet ]letal
Gaivanized iron f lashing painted as required per SMACNA.
7. 07 Joint Sealers
Jolnt fil ler, gaskets. conpresslon seais, seaiants and caulking
as requi red.
END OF DIVISION 7
Cascade Cross ing 7-L
DIVISION S
DOORS AND T.J I NDOT.IS
8. Ot lletal Doorr and Frares
Provlde standard steel doors and frenes as shourn.
A.02 Special Doors
Provide sectionel netal overhead doors aE shorrn. Shop drawings
requi red.
8. 03 Entrancee and Storefronts
Provlde alumlnun thermal-bresk storefront system as shown. Shop
drauings required.
8. 04 Hardyare
. As requlred. Schedule by Architect.
A. OS Glazing
Provlde double insuleted glazlng. Tempered where required by
Code.
END OF DIVTSION A
Cascade Cros s lng 8-1
DrvlsroN I
FINISHES
9.01 Lath and Plaster
Provide exterior ual I insulatlon and flnish sytstem referred to
as "synthetlc stucco' such as STO, Dryvit or approved equsl
wi th lntegral co I or.
9. 02 Gypsur
Provlde 5/8n type iXn gypsun boerd on resiltent cllps on one
slde only at demlslng ualls to underslde. of structure. Flretape
only. Provlde sound lnsulatlon.
9.03 Exterior Painting
Palnt al I sheet metal trlm, structural steel r trinr hol lotr
metal doore and frames' and overhead door.
END OF DIVISIT}N S
Gescsde Cross ing 9-1
DIVISION 1O
SPECIALTIES
10. O1 Slgnage
But ldlng ldentlficatlon signage and bui lding directory NOT lN
CONTRACT. Tenant slgnage NOT IN CONTRACT.
10. 02 Flre Extinguishers
Cablnets and portable extlngulahers as required by Code uith
flush door. Shop draulngs requlred.
END OF DIVTSTON 1()
10- 1Cascade Cross ing
DIVISION 11
EQU I PMEl.lT
11. O1 Security Systen
Common Areas! Intrusion, tire, smoke. cold temperature.
Leasab I e Space: Fiie, smoke.
END OF DIVISION 11
Cascade Cross ing Lr-.1,
DIVISION 12
FUP.NISHINGS
Not applicable.
DIVISION 13
SPEC I AL COAISTRUCT I ON
Not applicabie.
DIVISION 14
C0l.lVEY I NG SYSTEMS
Not app l icable.
Cascade Crossing
DtvtsloN 15
HECHAN I CAL
15. Ol Basic Haterials and llethods
[,leter: Servlce to naln, fire hydrant, house neter' rough-in
for future tenants, provlsionE for lrrlgatlon systen.
Seuer : Servlce to nain, rough- ln for future tenent use'
ventlng
Gcs: Servlce to main, provistons fot lndlvldual meterlng by
future tenant 6.
15.02 Plurbing Systea(
Sewer, venting, uater, roof drainage, hoes bibs' irrigation
stub-outs (see sectlons 15.Olr 2. 13).
15.03 Heating and Ventilation
Leasable Spaces ! By future tenants.
Conmon Space: Heat, ventl latlon, controls, registerEt
d I f fusers as required.
END OF DIVTSION 15
Cascade Cross l ng 15- 1
DtvtsloN 16
ELECTR I CAL
16. Ol Basic llaterialr and llethods
Electrlc: Service to maln, house meter, provlsions for
lndlvldual meterlng by future tenants. Condult as requlred by
Toun of Val l.
Telephone: Service to nain, back boerd for future tenants.
Televlsion: Service to nain, back board for future tenents.
16. 02 Servlce and Distributlon
Underground Eervlce.
16.03 InterloD Bullding Lighting
As requlred by Code.
16. 04 Exterior Lighting
[,lal ks, drlves, slgnage.
16.05 Security Systen
see sectlon 11. 01.
16. OG Teuporary Heating
Electric space heating at unfinished interior spaces tprovides
heat until spaces are leased).
END OF DIVISION 16
Cascade Cross ing 16- 1
STF|UCTUF|AL CONSULTANTS
C- e- og:
DEIIGT CIITBIA
Phone nr.nbcr.......4lq- 2t33,
Contact.......,,.,. GAr., Morqrl (C
Bulldlng code/ycar
Snorr load . . . . . . . . . . . . . . . . . bO PSF
Slopc reductlon alloved
Load duratlon alloved?
?_Ya 3
YE'
Speclal enov load ordlnancea:
tl'z'c' -D B rFTrLJq p-u a\'\\ ?'€r4asr+ts
*s ?€g Yrroxe 4 nuq. i-r,+-rrrrr .N -1 )/4/11>erpr U""='"c t"r a
tllnd
Speed........... MPt|
(c/a/ rl
Erposurc.......
Preseure/hclght 4oesrvssln
Speclal vlnd load ordt naneeg:
ISclssic 2ooro r e r
Froru deprh..,...-A ilcHEli
Balcony loading ,O(2 PSP
Addttlonal ordlnances or aruendoentg:
C-^**>o',^1- B u>a-s. ?saurrPs eLess A P.-ao p
#tEEtwtNE e a*octATEs Q",6l oF
o
o
- HEDHTI€ E ASIiCIATES o
ROOF DEAD LOADS
PFO.JECT Cn".ooo Cg-ogs r ilc
snt lL ot-
Job # 3qoq4
By Ggs
oate-L1Zful fr1
o
o
Component welghta Fange Actual Rsmankg
dH
CE
TUFI
2H
b
R
EPDM membnane 1.5 PSF /.5
S-ply butlt up nooflng 2.5 PSF
Tapened stynofoam lnsul..85 PSF,/IN
Rtgld lnsulatlon t.5 PSF,/IN 3
Closed cell lnsulation .5 PSF,/IN
/< Asphalt shlngles 2 PSF
x Shake shlngles llght-heavy 1.5-3 PSFr Cement tlle 11 PSF
Ballast 6-10 PSF /o
vo
H
Plywood 3 PSFIIN
Metal deck r.5-3 PSF
B
Fo
l{oocl noof tnusses 3-5 PSF
Steel ban lolsts 2.5-4 PSF 4
Tlrben naftens 1.6-3.2 PSF
3
2
dctaH:
CtzHJH
U
T-gnicl plus tiles 2 PSF
Sheetnock lt/z'l 2 PSF Z
Wood celllng ,olsts r PSF
Reslllent funning channels 0.7 PSF .7
Spnlnklen system .5-1.5 PSF
FvAc ductwonk + ltghts .5-2.5 PSF
Batt on blow-ln lnsulatlon .25 PSF./IN /{
TOTAL
USE
z5.z
2,5-o
f|EEIWINE A A*GICIATEEI Jsm Cb OF
o
STF|UCTURAL CONSULTANTS
PROJECT: /lL-,ASCAtr6 Ce.oss,xa BY'Gg3
SUBJECT: -50tLs REFRT CRIfERIA oArE:'6-21-gq
5: OoO PsF
-.--'' Q$f
/a FT,o%
PCI
Ft6uEs5 FBol"\tIt"Je-i ^.i. ^, "-' r r'{
FF FF l.l.L'-r D'qY -acrL/rt,x 7/ t.lgr ;
A:at"*'e D
3g
O6
Loo
r.r r go - .SO ('5,4
e \ZO?4F
FOUNDATION CRITERIA:
Solgs E;qB? gT L /ftnon'rYaog .' \xc-
Rgpaar * 13,q\3
oArz, oF pr,Fpr: I / 21 | g1
FooTtNqSs
Au.ordlDLg graRtrvi (ot- + .LL) . . . . .
MrxtMura Dt o ta^t)
v/ruu SPl*r Rr,Qore,€D .
T^,TLL POTENTIAL RANqE
Seru t4oouLus (vrerl<AL)
R ccorar.rz3.|DATto Ns otr, €oHt,l61g731
Co*trrr. f,rrr$c ,, ) tc' €"'Dg.- i.-.*-.o P*Pg >z 24"xz4'
Letgcru I Noug Ltar'zs lrr P-eloFr
AcTtv€ (rrxeesrnntNED)
A't e'e.f,'r Cersrn{*t,D) . .
PASgNE
rcr ( so)
ear (4:s)
?e-F
Suona Fcrcrrax coGFF|clexr. . .
RcconrtattDA'TtoNs Oe CzA?1g,N73"p"-**a -.,t ,-rr. (r^) .-Derxrcr 4--r'*tot-
L.rarrl g\sHT3 o > E recvr'l ?Egl tQ'LAi
r+c,\rvr= n, .33 - . ZL :i' qse O'7€ * q3r
&T ?crT u o(o - .oo + 45€ o'ge
'pAttr". .t' a-tl +' 4se- F
- 3a albf
SI.AB -OH- 6eaDg R.ca'onr'' *rDATrgNst
R.emo16 exrsr lht6 FruL ( 3' mt*t D eYrl., , '?Pertr fL t+BLy F^!L D€:Ft{'
E €er-'ec-e: 1 €fp*c, - Fruc. S€?€?Atg FlBe ^,r Erlc> r r,l 6
p-rrrr9 6.r tsd . Cor,a-t {a-c-r u/}Sr 'F- y'dl|r,h*rrG Gi D' FF|5?5}{?ltU
3Et]LErn€lrr5. Svrrqu. PA$3LS T. fi t{rrrr ra E' a Ftc *trt. /.,.
SPECIAL PR,OBT.EMS
c€lrl}.|r TYPS gEconneHogP: E-
yorD caqvtzeD"
o
o
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.:
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t/wo , tNau sPhLI &ttotrbu,
DL-
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@ 21"
@ l6q
f,S- " 3+lo '= lJ2$ +t l,S73,F >/o?ttz
$O p:e 14rr spr> bL + )c'>rart cL-€:::-!.
b?,.ct^'a: 34" A.f n. f*-t 1g{z+ Exregtot.- 5lcrrfirg6
Czoss r
6a F Per.
TA3LT, NO. YI - ALLOWASLE UIIIFOFT BOOF LIYE LOADS FOR APA RATEO SHEATHINO
ANO APA RATED STURD.I.FLOOR WITH LONC DITEIISIOiI PERPENDICUIIR TO SUPPOBT8I
,?t itlto $tuililto i00F
$il mril8 ?tr&rilcrff$
tultuttPil||||3bl trtouAtu uut l0l0t bdl tultut
t'il [icid
UIO ttol
&llcdl
Ullnttdl.
&rxrl
It|c|f d tuDg0rt C.nbr-|}0.al.r ll||3n|tl
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t2lo
t6lo
mt0
zalo
alt6t lt5.olm
utza
,!it
{tr ll
ltr X
r;,!.'2*
t7
l6
20
24
t2
t6
20
ff
t0
t5
70
90
30
50
-6t
fiod
16
r20
3{t
55
7S
75
tq)
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5J
.d
JO
55
55
t0
50 3'
0
0
0
0
.16
lol
20...
A
";ffi-tl|Atl,4-X,N,k
-,-t+r{9Jx-
t2
40
2t
32
r35
t65
r'I ilIED TTUND}'LOON i00t
Ittl
mnm
?tttt lilctfftt
ilnrUl $At llacirrl ltrotreu uuE mr$ bdl
Ul[r Ed$
errlort'
$hdtlgr
tutlerl
trrchl I trDt rl Cr|lr.|.{mhr lloCrd
llocfil t2 t!m 2l n o o t0
l6 o.c.
20 o.c.
24 o.c.
It o.c.
r?rl Xr rt/n
tlt\ rA, N
rTrr :1& lZtr
2l
32
lo
6n
21
t2
36
48
It5
r65
2t0
tm
r20
rtJ
65
lqt
t30
{t
60
t00
3?5
30
50
205
t{r
lqt 6J lo
l0l: |" Ttx allowabla sprns r0r.dct.fmincd u3in0 rdG.dload ol l0pst.ll lhrdlrd lord dcc.ds10 9sl lhcn li! liva loed 3hould Dr rcducld
rccordinely.
lolt I longu!.trd.groova rdg?s, ganll crlgc cllg3lonr bilscan cach support, ucspt two bctwrln suppotl346 inchas on c.ntao,lun0cr
blocline. o. olh... onlt lurnbcr Dloctine will 3rlitly blockad dhphr.en r.quit.m.nl3 ol TaDlr ll0. lV.
Ilt e Trcnty-lour imhC3 lor }lioch p.o.l3.
IoTt 1 tlay br $!d ovrt tr.ming spacad 2l imhlt onc.nllr tor ltoors whGr. I hch of approvadgypsumconctrt! or 1'Ahchar olc'llul.t 0t
tieht$leht concr.lr 13 |9plicrl ovrr thc A.nGl3.
t0tt a. May b! usld ovar l.rming ol 2{ l0chrt 0n ccnt!. whGr! naelnch mqd $tl, tlootl0C ls Inilallcd || righl angla! lo ioi3l.
o >?e*rp<'.tt
o
0rte 0?-17-1989 TRUS J0IST C0ftP0RATI0tl AE Sales Autoution Progrus
Salertn's llo.: EP0IH Sllesran'e llrre: Ai{ll IIAPIER
Estiute llo.: Srratch Ped fot nare:fffiffi1$F.-?H
luilding Code: llSC
ilor R00F ffiffiffi.l ffif!#uem,1pt $F,ttrlttiiFrt'1fr tJffitffiftffip
ll
Pro, U
mffiPffitlpcs.
I}EPthSt
ReP
o. c. ller
ffiHml Y
mogvgoev
lnr t I 1"tJg
REDWINE&ASSOCIATE5
v?.5.1 Tim ?l:0li:01
Sgecifier: R[0TIIiE-6ARY 337-58?8
PaEe Title: R00F
PL
el0
llrrt
I
SrrieE
tltP0RIAtlMhe analysis presrnled belor is outgut fror mftnre developed by Trus Joist [orgorrtion. lllorrble i
productvrluesshornarginagcordrncerithcurrentlrugJaistCorporationrrterillsandcoderctepteddesignvrlues.
Tha sperific produci application, input design loads rnd strted dirensions hrve been provided by othersr hrve not been
chesled for ccnfor.ame rith the desiqn drarings of the building, end hrve noi been reviered by lrus Joist Corgontion
Eng i neer i ng .
ll el00 { 3l5l l50I LEFI end SPAII I under lt5l Etress I0TAL load ,'
ll t0501 ( !1631 tlll ltl0 SPAII I under llSl stress T0IAL load
ffilif
40. rLu
LI|JE L[|AI} OEFLECIIOII
0 0.5e?
T0Iet L0A0 0l{ fitL llEltBERS FtlR STRISS = llSIar00 -e100er00 et00
1030t
Y
Ri
D 0.69?
DEI! LOCDv 500 -500
n 500
il $01
0
TJI rnd lllCR0=Lfill rre registered trrd:rrrkr of IRUS J0ISI C0RP0RtTI0ll.il indintes r trrdemrt of TRUS J0l9T C0RP0RfrTl0X,
500
Drtr 0?-t?-l?89 IRU9 J0l$ C0RPtlRATI0il At Srles eutotation Progrns v?.5.1
Srlesun's lto.: 6P0lH Sllesrln's llne: Alltl llfiPl€B
Estimte llo.: Srrrtch Prd Job llerer Cf,SCtDt CR0SSlll6S
Euilding Codr: UBC
Specif ier : REDlltt-GARY
Prge litlel R0lF
offi
tilPlnlAn ! The rnrlysis presanted belor is outgut fror softrrre davatopad by Trus Joist Corporrtion. lllorrbh
product vrlues sholn ars in rtcordrnce rith current Trus Joist Ccrporetion nterirls rnd code atcepied design vrlues.
The rperific product rgplication, input design loads and stated dirensions have been provided by othrrsr hrvr not been
checked for ronformnce rith the design druings 0f the building, and hrvc not beer reviered by lrus Joist [orporrtion
Eng ineering.
Design Allor. Control:
e0l6 ( 3l5t t56t RIBHI end SPAII I under ll5[ stress I0IAL lord
9b77 < 1163l le0l illD SPAX I under ltSI rtress T0IAL lord
0.6Pi ( t.33Hl.?qt sPAll I under ToTAL load
GffiTu 100.3 {1.8
rrvE r0e0 0EFLEcil$tD -0.e45 r.ln
l0lAt L0AD 0ll AIL ltEllBERS FttR SIRESS = tlSlt, -8$ et& -e016
R 30?{ ?0t6
il 96??-t680 0
0 -0.3er 0.6e&
IJI rnd ItICR{l=LAll rrr registered tndenrks of TRUS J0ISI C0RP0RAfl0il.ri indicrteE I trrd rrt of IRUS J0I$ C0RP0RAflil.
DITD I{IADv -e00 5e0 -$0
R 7?0 f80
il $0r-r00 0
qv
0ate 07-l?-1989 TRUS J0IST C0RP0RfiTItlt AE Saler Autoretion Prolrets v8.5. I
Sper ifi er:
Prge litlc:
ECSlfDB.'
Tiltt 1 I f98.r
REDTUH€ & ASSOCIA'II, :.
Iirr 2l:06:18
REDSII{E-BARY 33?.5878
R(lllF
Sal$mn's llo.: 8P0lll
Estirrtr llo. r 9crrtsh Prd
Building Code; UBL
Salesran's llue: Alltl IiAPIER
Job llme: IASCADE CR0SSIII6S
il
Pro. U
Rep
llerllrrf
f
-,i
'',\.'uii'i:,-::,.
|}
v
ft
tl
D
IEAD LMO
v
I
fl
TJI rnd lllCfi(l'LAll rre reqistered trrderarks of TRUS J0IST C0fiP0RATl0ll.
"i indintes r trrdemrk of TRUS J0IST C0RPffiATI0H.
sx0|| nooF ffitl ffii#"lll ffiffimHHru' ffi
fiffi$|srPAfiAlpcs.
Depthm MHYSeries
ItlPtlRTAl{T I The anrlysis presented belor is output fror eoftnre developed by lrus Joist Corporrtion. lllorrblr
product yatues ghorn rre in accordance rith current Trus JoiEt Corporation ratarirls rnd coda rctepted drsign vrluer.
Ihr specific product appliration, input derign lords rnd steted dirensions hrve been provided by othrrs, hrv! not be€n
cherted for conforrance rith the design drarings of the building, rnd hrve not teen reviered by Tru: Joirt Corporrtion .
Engineer ing,
0asign Al lor. Control;
V l{00 ( Itta t0Bl LEFI end SPAI{ I unrler llSl stress I0IAL load
ll ?000 ( 905{ lefl ilI0 SPAll I under lt5l stress I0IAL lord
D 0.$e ( !.33{ilgwSPAll t under ToIAL lord
LI9E L(}AI} I}EFLECII(Iil
0.63t
PL
t{0
trffiffifr
t3.5
T0TiL L0AD 0ll ALL ]tEllBERS F(lR STRESS = t15I
lr00 -1100
l|00 l{00
?000
00
0.$a
333 -3q3
333 333
1667
Salesun's l{0.: BP0IH
Estintr llo. r Scrrtch Prd
luilding Code: tlBC
Srlesmn's tlen: Alll{ llAPliR
Job Nuer CA$CADE gR0SgIil6S
RECf,l,DBY
.ll ll
Tim ?l:08:tl
Spxifien REDtIllt-EeRY 337-5878
Page Titte: Rtl0F ,.. :
,.i
Drte 0?-l?-1989 IRUS J0IST C0RP0RAIl0ll AE Srles Automtion Progrus v?.5.1
eroI R00F ffififrnt/ sfitr i:ifiiohdqsffigffi{ffiF-fffi tffi
,., ,. lt Rap t- *, .i-.,,'. 't llerl Series Pro. U Depth 0.t, ller Pt:, , ,. l, TJI/3Si J0ISI PARA I pcr. 16 16.0 Y t{0 ,,. ,i -- ;'
.r " '; . ;: 'r
,, . '.'."
IIP0RTAIIT ! lhe rnalysis gresented belor is output fror softrare daveloped by Trus Joist Corporrtion'. lllorrble
product vrlues shorn lre in accordlnce rith current lrus Joist Corporrtion mteriets rnd code accepted deiign vrluer.
lhe specific product application, i[!ut design loads rnJ steted dirensions hrve been provided by others, heve not been
cherked for ronforranre riti the design dr*ings of the building, and havr not been revisred by lrus Joist Corporrtion
Enginerr ing.
Design AIlo*. Control:
l3{t ( t5te llSI fil8Hl end SPAII I under ll5l stress T0IAL load
6t5e ( 9051 l10f flO SPAll I under ll5l strest T0TAL load
0.?s3 ( l.334lF-qF?SPAI{ I under T0TAL load
v v
tt
D
Ft,o,.mY1
'n
tl
LIUE L|t{O OEFLECII|IilD -0.e69 0.573
, T|IIAL L0All llil eLL ilEtlSERS F(lR SIIESS . tlSt
t, -560 t{t6 -13tf
20t6 t3lf
6$e-lte0 0r'' o -o.gi:t o,?i3
r, -133 34?-3e0
R q80 3e0' l| 1536-?67 0
IJI rnd ltlCR0=LAll rre regirtererl trade.trls of IRIJS J0l5T C0RP0RAlt0lt'ti indicltrs r traderark of TRUS J0ISI CtlRP0ReTl0ll.
l: tliji
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:
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CALCULATION
Pnoject: C*-^=- Q:-o+-s, r ^Ja
t*NE sASSo"^t==.,*c
STF|UCTURAL CONSULTANTS
Qqbject:Date:
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NATI.ABI,,EDECI(
&I[YSASIU}I
9PECIRCATION NO.: B€P-{IIFN
MrELI llcrcdpdon:
1. BRi{I membrane conslst8 of a tough, non-$rovEh
FIFbr fabric impegnated on both eidea with
ERAImodtfiedbitum€n.
2. BaseSheeh .tr a p[J Bnse s+tee.1.
The bare sh€et is b be an asphalt oaturad or poly-
mer modified fibetglals baoe sheet. The base oheet
may eitherbe rnechanially attached or fully adhercd
in hot bsphdt, lnhc Bare or lntec Modified Basc is r€c.
ommended.
Tlpcolltcdr:
1. The roof decl for thio ap'pliotion ir b be plprcod,
r+ood plank, $htwefht iroulatirn conclete, maal or
poured ard precast g)psum.
hocdtrcl
L ffrc Cr€n€tral Requirnrents on hgee 57 are a part of
tnf rpcOffcrdon and must be adhercd o wherc appli-
crble.
Apfllcdm:
DANGER
rcRT1OUNOWNSAI'ENY
Apptrcrdon of nodncd beunm @ucb n$utrciurtd
md dlrtlbued by U.S. lnbc, lnc. rrqulrer the ure of m
opur 0anc, ard/or m dccficd hcating deviae. tM?ROEn
U88 OF INAI PNODUCM AND THESE AP?UCATTON
DElrlcts8 CAIit nEgul' rN SElrEnE BrrnNS, Er,,ECtnI.
cAL SHOCK AI{DrOn On|BR PtIt€tCAt lNtttRl AS
wEtt AS [iAIllAGE TO PRO?ERfY. h order to insure lour
safttv and the safe use of these producrs and application
;;fu, t"* appliotion ptocedrn'€s must conform t'o the
t"f*tr-tfuuudrig and pitcedunl safeguards outlined on
pare'l6 of rtrie epeciftation manual' Do not bcSin epplice'
Uoig.lfto" Sia,tcta lntil tou hnle read and tully tT*' tstand all ptocidures and precautions set fonth on ltge 4(
1. Oter the gudaae of the twf deck inshll one ply of
base sheet, The base she€t must be mechankally fas'
tmed ar pct the hstening specifrcatione on Rges 19
A of this'book. lap each Ense aheet three inches (3')'
2. Instatt DRAI arembrane orm entirt surface of base
sh€et. The BRAI membrane mrutbe applied petpen'
dicularto the roof slope and heat welded in place as
per ihe Gerctal Reguirements.
fffi -Otg tnurt be applitd ae pcr coating manu'
hcturcr rpccifi catioru.
Bdhd
1. A cold epdlrtl annrldon kutelted a pct the manu'
trcuar liccimtona muc bc urcd b hltall thc btl
Llt.
2. llrr bdtd nur !r roun4 rrnoodr tlvrt lotbtll - -rtltrtt |DDlld ln th| ut t cmuLlotr d I 'llt of
'm
D'
icr lo li. tt. tcc C,cnent Rcqulcncnu).
$ Sce Gcncnl Roqumnentr fur orh€r t'?e! o[ ballaet
endapptlcatbn.
- 10-
Note MDIAIN c bc qn.rltuql
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r.4;S"ur
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ry
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NoIB MYENT c.n bG fltt'dlluLd
for thk dct il.
a
aFlar6eTygc fhshing Detdl
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BIF .7
$11
NOtt: MVENT c..t bG t|rb.rhdd
for thls dctell.
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-65-
SILVEB 80 m€rnbrane b d€tign€d to provido complete
waterprooling protection tot both flat and sloped roofs
and on wrtical walls.
SILVER 8() membnne b manufaclured trom the
hlghsst quality metorlals on exactlng apeclflcrllonr. An
exclusiw lormula of straight asphaltic titumen and
modifying resins helps insure SILVER 8qs sxtr&
ordinary heat resistance, lou, temperaturs flexibility
and unique lvorkability.
SllYCR t0 Fll||Drlo.bd l.rrDmr. Easy to apply and inspect. High rsgistance to lemperature sxtremeg, puncluro
and oxldation
r High tonsile strength, cold weather flexlblllty and
bondability. High elasticity-superior lor llashings, expansion
joint6, etc.
r Numerous applicalions-roofing, rerooting.water
tanks, canals, foundations, patios; landtills, etc.. Malerial warranty
Phtdcal Chrrrolrrlrtcr:
The pol!€ster fabric used in the SILVER fl) membrane
provides a highly elastic body with excellenl lensile
strength. The high p€rcentage of plastlcizlng reslns
PRODUCT FEATURES
Compo'und: Straight Bitumen & Thermoplastlc
Resins
Rrlnforrrmont Non-woven Polyest€r
R.B. Soflenlqg Polnt 302'F
Low-temporalurc Flerlblllty: -10oC
Appllcetlor: PropaneTorch
Aglng: No change noted after 45{X) accelerat€d
exposure hours on non-Protected
material (ASTM G-2981)
Sclcctlon: Standard Foll Size 30f5" X 32'9",
107 square test
prolent in the biluman compound insurse extraordinary
heat rodrtrnca, low-temperature flexibiliry, extreme
aging endurance and unique workability.
egpilcrto|| ldrd{f,|:
The SILVER 80 membrane ia a !€lf-contaln€d, complota
rooling and waterproofing system in a roll, approxl-
malely 107 squar€ |eet. SILVEB 80 F torch.applied,
climinating ex;rensive heating equipment, hor asphalt
and special adhesiws or sealants. The membrane is
rcadily hardled by Bmall crews, using tevver steps than
lraditional mothods, thereby decreasing thc risk of
application error. Application is easy even on irregular
$rlaces such as slopes, gulters, valleys ancl vertical
walls. Much l€8s time and labor ar€ rcquired to sot
up a jobsite.
I'ong.Trrm Advnfrgo.:
SILVER 80 provides an absolutely water-resistant
membrane. lts perlormance characteristics continue in
any climate. B€cause of the plasticizing resins
contained in the bitumen compound, il remains llexible
at low temperatures and resists cracking and blistering.
-APPLIGAflOilIISTFUCTIOI{9: ChrprrrUon: The surface owr whichElLVER 80' srembnne is to b€ installed must be designed and
lr|st8lled in accordancg with the standards sf the
manufacturer, industry (x acoeptable assoclation. Tho
surface musl be rigid, dry, srnooth and clean of all debris
and foreign mattor. Any surface defects must be
corrected before membrane is installed. End laps ate to
be staggered.
All seam owrlaps are lo be 3" side laps and 6" head
laps and installed so lhat the flow of water is over or
perpendicular to the laps and never into the seam
overlap. This can be accomplished by alwalrs corn-
mencirg the applicatlon at the lowegt point ot th€
surlace to be covered.
1. To align lh€ membrane for application, unroll the
membrane approxlmalely tour to six icet. Using the
edge of lhe unrolled membrane a8 a lelercnce polnt,
align the nrembrane. Then, using lhe prcpane torch,
heat-wsld the m€mb-rane remaining in the roill to the
Qubstrate as oullined in inslruction number two. After
ibmpleting this application reroll the lour to six feet
used for alignmenl and apply in the same manner.
lnstall the remaining rolls in the same way.
2. Torch wsldlng is accompllshed by heating the
exposed outer surface of the roll, playing the torch
slowly along th€ entire exposed surlace, Seam
overlap areas musl be heated on the roll to establish
proper bondlng. lf excessive smoke can be seen
escaplng lrom the heated surtac€, membrane has
been exposed lo too much heat.
3. A Brai Roller can be used on all seams on the roof
proper (all flashings, parapets and proiections
should be hand-troweled.) Wher€ compound
llow-out in the seam areas on the roof proper is not
obtained, the seams must be heat-troweled.
cAtfnoN:
Eercbe erttrrelrre o,rllon when voddrq wlttt opcn
frocp. Bodrc oI gbes to wttkh lbtm hor been
opplled drring ondbff,et oppmcolon br smoldedng
or bur*rg corxfiliorrs. Do not use open fronre on or
neor cornbu*ible moredob. Follor.r oll locol fire
codes lpve Clo$A ord D fie en|rptlslea,teody
ond codlly dollobb. U5. Inte<, |lr., econrrnendt
thot one nrecrber of *F roofog oew remoln on job
ite ot leosr one hour ollrer <ompbtion cf wodr eo<tt
doy b rnonror the od opplicofion for thot doy.
CHARACTERI$T|GS:
SILVER &) is av-ailable in prefabricated, ready-lo'apply
rolls as tollows:
Area oJ rotl unapplled ...107 sf
Weight ol roll . . 80 lbs.
LengtMUl/idth -.. 32'9 X 39+6"
Applicatlon ... ProPane Torch
Workable TemperatuE .ooF lo 120" F
Weatherometer Aging. . none after 4,500 hours
on non-protected membrane
USAGE:
SILVER fl) roofing and waterproollng membrane is
specilically designed for all rooflng and waterproofing
applicatlons.
Snlha*!h$?rt. lral iotl.d.rr
ncdnad, rryUh*rgbo
26€O5-grP
u.s. III/,TEC, rnc.-,t
Foofl w enc, lfv-aterp roofl ng PnoctuatJ
Bchnlcal ]loUlne 1-80-624|NTEC
co,tdrLHtderrrr'P o Ba 2815
Fbrt Arhu?. b6! 778ag((}r$b€Ol$Zll-1631
Pfure 0n bod l.fln {P2.{2|6
(LcaDl()9'72+?U1
Soo|||Crrilfebn
an2 W. Vlcby
Forl tbrth. Dar 7l't@Piur (ln tcr) 8t7.Sn2a
(OuilJ.t Dc!) t${a20t53
frrilli|ql;O ldB
ItU$ E wr. titr.,arty Gtlt
PLm (h l{c|v.rmqt 1&4.1121
(Orbath t{,r.J.rEyt 1;gIhZA241?8
l|orftqddhtlor
PO Bd( lo9
rtil. tulp.cl, lL dlGo
s2-z&anE
&|||hrf n gbl
21(X N.lldffi(
fr6a ArLs|s 852@
dt2.&lig.tfl,
]{od|fiinbn
tstt 9-t{E ald
l*nrI-ttt \rhr
Ddrnl, Ou.b.o lm ar3
6ra.€$drl
firlned
ll|iYKng3*ernlg
f$C \An@uvsr, rc, VTI 2C'7
&9,2-?'42
IGYEAR TITITED TATERIAL WARRA}ITY OT{LV
WARRANTY ilOTICE ANO DISCLAITER
U.S. Intec. Inc., as a manutacturor, is responaible
only tor aupplylng materlal and r€commgndationg
lor proper urage. U.S. Intec, lnc., wlll undsr no clr-
cum8tanca!'accept rrsponrlbllity for damages or
Inlury to porronnol or property bcfore, durlng, or
ttter appllcallon, Thero are no wa?ranllcs whlCh cr.
lend beyond the dsscrlpllon on the face hereof, and
U.S. Intec speciflcally dlsclaims any and all other
warranties, including the implled warranty of msr-
chantability, wilh regard to producls not slored and
applied in accordance with ils recomm€ndations
and th€ application directions hereon.
F
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oE
t,oco
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=-6og
c
1. PRODUCT NAIE
BRAI SP-'l
A TAilUFACTUBER
u.s. rNTEc, rNc.
1212 Bral Drlve
Porf Arlhur, TX770/,9
Phone: 8@231-46it1 Nat'l
80G392-4216 TX only
Technlcal Hotlln6: 800€2lNTEC
3. PRODUCT DESCBIPTION
Srrlc Uscr.' BRAI membrenes
are d$ignsd to provlde compl€to
waterprooflng prolectlon for both
flat and sloped roofs and on ver-
tlcal Yvalls.
-New roof congtructlon
-Reroof lng exlsting. roots
-Flashlng systems for bullt-up
roof s
Umi',]0onts Do not us€ adh6.
slves oi sealants on membrane,
It should be torch applied only.
Contacl manutacluror for techni-
cal sp€cif icatlons and application
Instructlons. Roof deck musl
meel minimum speclflcatlons ol
manufaclurer for deck worthl.
ness prlor to applicatlon of BRAI
membreng.
Comqosttlon and Natciltls:
BRAI membranes, flashing, and
tape aro manufactured from lhe
hlghesl qualily materlals to ex-
acting speclllc8tions and are
wllhln lndustrlal tolerances.
Color Black
'Slror: Standard wldlh 39318' x
32'9'. Mlnl-Bral flashlng is avall.
able ln 10', 11',18'or24' wldlhs
by 32'9'.
llrlgftt Average wotgtil l! 0.8e
pounds per square loot.
lpprrcrDr. St ndt'dr' Bsllailod
syslem: UL Class A flarne regls-
tance, FM Class I, end FM Glass
l-fl). Membranowith roof coallng:
UL Class A flame reslslancs, FM
Class I, an<l FM Class 1.90. Con.
tect manufacturer for speclflc
construction essombly.
'I. TECHNICAL DATA
Compound: Straighl bltumon
and thermoplastlc r6slns.
RclnlorcancaL' Non-wovgn
polyester.
Apptlcttto n, Propane torch.
tgrngr No change not€d atter
4500 accal€rated expoaure hours
(ASTM-G.23-81).
e|ongttlon lo Btc.t: 72.38o/o .
elongalion at 208 lbrft.
S.rrcfron Standard roll slzo
3S3r8' x 32'9'i 107 equare feet,
4mm thick; Mllll-Bqal Roll Slzes,
10", 14", 18' and 21' x 32'9',
4mm thlck.
5. txsTALtATtOll
U.S. Inlec, Inc. provldee com-
plete detelled Inetallatlon lnltruo
It.r t9ac.g||| tlr.l cotlor'|.
lo .d$od.l .ltL t'|.crll.|l Itlll Corwctbo ar.cncdr
lr|||rtr lb nr||||.Gtr.r l. r..
t c|ulua lor Lchnbra accoract,
Pnprallon for SuDrtarfc Tha
torm-'iroof deck" whgn usecl ln
th€sE speclf lcatlons, shall dcslg.
nato the surfece over whlch the
BRAI Roollng syslem ls io be In-
stall€d. (All roof decks must be
designed, lnstalled, and cured, It
poured, accordlng to lhe manu.
facluror, induslry, or eccepteblo
association stendards.) All rcof
decks.must be rlgld, dry, smoolh,
and clean of all debrls and forelgn
materlal. Any roof d6ck detect
must be correcled belore the ln-
stallatlon of the BRAI membrano.
The dssign of the rool shall be
such that when the rool is under
tull load, th€ deflsctlon is nol
enough for the roof lo retaln any
waler.
l,ppllcatlon ol Ncmbnno: All'
BRAI membran€s must bo he8t
wetded lor appllcatlon. Adhsslon
wlth 'ths adlacent surface ls
echioved by heatlng the roll wlth
an approprlate prcpans gag torch,
laklng care that all overlep seern
ar6as are always totally e€el€d.
Hoat trowellng musl b€ used In
areas where UE' llow€ut has nol
occuned. Whan applylng thd BRAI
membrane, tho rgqulr€mentg and
Fecommendatlong In lhe latest
U.S. tnlec, Inc. €p€cltlcatlon book
musl be followed,
ttons forthe tppllcetlon o
crfrc BRA, sysrem. rh"'.ilffiH
$[
arc general lnslrucllons.
m
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t
Itl-
I
(o
aog,
a([lo
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5abD
:
nF9p
H=€8
$il.
=Itl36t
2|ll
!oo:!-o
toD
*o
o.I
!It
o
otto
=o
lr l.r.loiil txc.Dm |' l rn bar f|'||.ar- frr
'rDtcrlicr
rotrtillL l' Cll. lt!+lll. lL. l$r. ra rtn t |.ttinit t n
GraLrtfta torcift.rlhr lslllrL. l*.. trLl'tr, c. c. tos
0?500
Appllallon Prcrrfbar: Do
not apply over loose or improper-
ly anchored roof decks. Do not
apply over wel Insulation or mois-
ture trapped in the exlstlng roof.
Do not apply over primed sur-
tac$ untll after the solvent has
evaporated (cured). In extremely
cold weather, BRAI material and
insulatlon should be stored In
covered areas and brought to the
lob slte previous to installatlon.
O. AVAITABILITY AI{D COST
Atdltblllty: BRAI products arc
avallable through dlstrlbutlon
cenlero throughout the United
States and on a wodddde basls.Cort Gosi will d€pend on
frelghl and wholegaler margin
consld€ratlons. Sp€cific cost estl-
matos mey b€ obtaln€d through
U.S. Inlec, lnc., or lts represen-
tatlves.
7. WARRAI{W
A twelve year non-proraled ma-
terlal and labor warranty may be
avallable to qualified parlies. For
specific detalls, please contact
U.S. Intec, lnc., or its representa-
tives.
8. TAII{TENANCE
BHAI membranes need no
malntenanco. However. it ls rec-
ommended that a perlodlc lmpec-
tlon be giv6n to the BRAI mem-
brEne installation due lo th€ pos-
slblllty thet through mechanlcal
changes, Yandalism, elc., the
membrane may have been
punclur€d.
9. TECHNICAL SERVICES
-U.S. Intec, Inc. malntalns a toll.
lree teohnlcal hotllne number.
?r,*rra ro provtde qutck,
prolessional answors to all tech'
nlcal questlons.
-Technical personnel are arall'
able inhouse to answer tele'
phone questions or aPProve de'
tails by mail.
-U.S. Intec, lnc. techhical lnspoc'
tors inspect every iob where a
U.S. Intec, Inc. warranty is re'
quested.
-The U.S. lntec, Inc. sp€cltlcatlon
manual showlng dstalls of th€
BRAI system ls avallable lo as'
slsl speclllers and roollng con'
lractors.
IO. FILING SYSTEMS
SPEC-DATA 1lo, Sweel's Cata'
logue
Addition product data and
samples available upon requesl.
2-8e-1287
y'wre '* K4?348a(a P.3r1a
t
I
. an indtpmdent, notfor"profit organization hsting for public safctyApril 22, L988'
U. g. Intac, Inc.Mr. thawn frlker
1212 Bral Drl"veP. O. 8ox 28{5Post Arthur, EX 77649
Our R.f,e!€ncc! bllc R9684
Daar Mr. t{allcerr
This lr in rrlponse to out tel.Dhonc eonverration ofAPI+I.14, 19E8, conc€rnJ.ng ',BRAt-Weld" and trBRAI-Weld cranular'lnodlflcd bltunen rnanrbranai
Beeed on our telcphonc convcrtationl nE&Ar-tfeldl! end 'BnAr-lfeldgl?lufg' arc rquivalont ro 'rBnAIgp-4"_ and ,rcB-gp{r',rcap€cttv.ry. Acaordlngly, thcsc mrterLalr nav bc ueedlncuchengcably in Claeelfled rooll,ng ayetene.-
upon r€ceipt of writtcn requrat and authorlzatr.onr we wlrlproceed.to revirc Follow-ui gervicc procrdure nio6l and theclarslf,lcatLon cardr ro tnltuil.lncee addttlonal rnaterlab.
vsry truly yourr,
1n,", -roe, L*,4'
EDMUND C. Ir{Ar{gXt (gxt, 23td)Senlor ProJect EnglnrcrFlre ?rotection Departrnent
ECI rpr
I-EITN3
I'\./
;
Look For ?h. O LbUne or Gtrrdftodton M|'|. On Thr prcduor
n n ||llt lt!'l'6 ttGN tffll r..,r u.'tt l odbt Uuflo lo'rfl
".r.'q
I mol t hr tr,r .'ou.ot4t- - :f *.1
lrrrJ
,_rrlllt
UNDERWRITERS LABORATORIES
l'| tlltlOlitltl IOAD . xOltnllool. tt,tt ort ac0rt!.{U
..iRR 26 ',S Ly?€"?1{?:ts€.{{
nNDEnWRtTEBg I"ABORATOITIES rNC'
at tfltrca?tt Bt.rrtFxrnd,llr.lkl |!rr o
d^t, nii'hiprqfit organizat ion leeling for publr sq/ely
Novcrnbrr 17, 1996
u, F. Int€c Inc.
Mr. thawn t{alker
1212 Brel Drive
D. O. 8ox 2845
Port Arthur' Tx 71613
our Refcroncer R9684
Dltr Ur. tialkerr
Thlc nrpontr to your lcttcr of October 23, 1986r concerning your
rnoatttrA'Bltunrn Shcathlng natcrlal deslgnated Bral GBSP4.
It lc our understandllng that the naterial ll ldentlcal to your
currcnt Brai 8P4 ,ln thit it urcs the cane reinforccrnent and has
tio tana nodlficd Bltunen sentent lla undcrstand that it dliff,ers
only ln that conventlonrl mineral Eranules are uscd as a
eurtrclng on I phare lnetead of th6 currsnt anti-etlek materlat.
Aceordlnily, it-te Judgcd that Bral GBSP4 Is a cuitable
Bubrtltu[,c'ior erat-SPi whcn rur{aecC wlth rooting graval or a
cold applled aurfrce coattng found to bc rul.trblo f,or use in a
epeelflc acrembly.
On thlr barle, twi src proceedlng to tevlac thr appropriatrClarritlcatlon Cardl tor your cotnpany to lnclude the tubjcct
tn!t6rle1.
V.ry truly yours,
dr*l ct,,s,"h
EDUUND C. IV{ANStrI
Scnlor Projcct EnglnrerFlr. Plotectlon Departnent
Rcvlcwcd byl
dn &ffi*^EnElneerlng Grgup L:aderFlrr Proteotlon Departmont
i
ECI/I"AP r rbtfoRK2
.
P.?
f.,
Look For Thc Q Llrrlng or Clsrtificrtion Mark 0n The Ptoduct
4*
*\*orf $ rt
tdcnt, wl.for.Vrofit os pnieation |allltng lot Prtblia qfctV
U. 3, Intco, Inc.l|r. thlvn |fal|cor
1212 Eret DrlvrP, O, lo* 2815.
Port trthur, EX 77613
Our Rcferciccr R96t{
Dear lr|r. lfrlkcr:
Shlr conffumc our convcrratlon durl'ng your vlrlt to thc
I,rboratorlar on Junc 9' 198?.
tr tndlceted i,n our eonvrrtatlonr rBral'6BSP-{'r'"nC F$Iiiliitb"\.. have been detarnincd to be tuitabls subttttuteg for 'Erai SP-ln
[ ' notr ehown ln currantly Classified roofing eyatcns.
. AIro, lt was ftrtrd that whcn preparlng the dcecrlptlonr of the
eystine for thr Clarrlflcation-caiat, it rer Lntrnded thrt thc
lnculatlon uould bc optlonal whcn thc argenbly rrr ured ovcr
noneonburtlble roof dickr. Etnco thc curnnt nethod ol rhowlng
thc thtckncls of lnculrtlon on noncornburtiblc rool dcckr is
caurLng confurlon, wr ulll revler tbc Cardr to rpaclflcally ttrtc
that thc Lneulatlon lr optional.
a
BIES INC.
P.4
)oa&d4c
rilwtc l0r 1907
Alror tn conpllanec rtlthrcvlrc the Clrsslflcation
Balgt.
lftrr exanrlnlng the data ln our fllcrr Lt hrathat the folloulng rurfaelng 1r rultablr forroof ryrtrnr.
your reque3t' v! ttt ProcGcdlng to-Card t6 oclite refcrincr to 'Brel/Flcx
bacn detennlned
usc on Clatalfird
'Mcmbrene k coveredl rlth r fhld-mlxed lnrulatlng cottlng
congorcd ol 3-213 ftr o! perlltcr ? lb of llrrlf Corpr 18C-500Itrstc5brtch', 9{ lb of, Porttrnd Cemant and 17 gal of wrtrr'thlr aortlng lr lPlry-rPPl[6 to r rnlnlnun ll2 Ln,thlckncrs. r
T'NDEBWNITENS I/LBORATO
tl rnxofitl nrD' ElillH. lulrsr r
A- .'a - a,r.ra' rFr
il*rilTid*t Lto*l's INo,
. or @rrt, trohfor,rrofrt uwnslrilbn tutkq lbr pblu
P.?,,}ffi 27
tr
\-J lrPturrr lc, 1t87
g. !. htro/lno.llr. fhrrn ttllhrrll11 Dsrl Drtrv.t.O. lot lt{liirt rrtburr tt ?761t
Os! Ltrt.nc.t llb lt6tl
D..t llt. trrlhrrr '
o
U
Il tnillG$| art. filtilltil, ll&ldt m
lhlr 1r to'rdlvir you on thr atatur of our lnvrrtlErtlon 'ot your
nodlttrt blt'rnrn r6ot tng_rylt.sr *iiif,-ioia- apif f crtlon rur lroc
corttng (Drojrst 8?Nr106?71 .
Errao Utotr tro.nt tlsr ttrt rclultr, thl.lollordng lycten(r) nlll
il-cirrirtlr6 ar clarl g roof covcrtnE (rl :
D.€kr c.1t/!2 rnolfnq: t/2
ilil'tn..d --'
*rilf:!;rl'El sz,-iiiriia-or ict'"rcd rith hot
Irilflnot rDttl 89-lr, hrat tulld.
lurfaclngr''rirnir'ciicnrlsrr Eiip.'trarnalc-No' 9? flb8ftrd
iiffiiiuii-rjpt'lit-i"5i coitrng", L'rl 2 Ear/rs,
glrr taftlng et ttrr rboll r3l -!o.-thl--purpot-?-2?
rladLng to a
ii:i:n':ii:i: t i$lti:i%:ili#l ::[Hio:!:ii'!i :rlifi;l^p"oauo'g
ta rooordl.noc rili-i-alr-iioittc-stinaerc, -tt. rlto lnvolvcr
tdlrnttttortlon ot rnd ,licrlon ;i;;aiialr to bc tcgtdl rt the
taorory rbcrr eiSau-drc.
- rt rnioiieJ-itq rrcaaratlon ot r
.' d.rrtl-c rnrpr5iiii-iil,rtlit-'ii-li--ei6c9i3 -fu -
lound to sontorar'
tr lnvolyrr tni-iilIililfi;ioi-oi--in- ongolrng prociln of
.'unrnnouocrll lneprcttone- rt.thc- ;l"fgty'-;na ioint5rchcck t"tt to
vuitv oo . ooilii'ifii-fiili--irrii-i[c'protioci' m producrdl lr
iJinllorl to thr Produot tertGd.
ttnrtrlyr Drolluot Clurillortlon lnvolvrl thr ulo ol r
€lrlltlortton tfgk on thr! pait;i-;-;*ulioturrr-' 3 ltroauotlon;i;i,'i;-lEiii"ti-it ii i6aioiniiorl -shl uro'. purclrurr rndr
6tttrtburton ot ruch ltar;.. .ro-'iliirouify coitioUcd by tbc
hbontotl...
.i
.\".'
l.ml lotftrOLlrrtnC or Oudtlodton Mril OnTtrr lroila
;;;rL rlrrrll,t tt.lrt rh tl'h' rcr rri'G I' rc t'l'r ttt'r 'rtrrf"rd.ri,' lll tta,arn
- 'r,.r 'f-i a rl p n.t a . SlligJ F alLl rl Ftr -
ik-pc,"i P [i eon{J I P.3
!
, -N4FR e7 '9A @:53 724"348+
'r
t9-6tl
Drcr ?fsitmnrr 16, 1987
Vlry SrulY tourt?
O,,',*t)C"J'*lr'
lDtltJP e. tnlnfxt (t*t. 231{}
gonlor ProJrot Engtnlrrlltr Drotrotlon DaDrlt$.nt
tCt reoJIrtllfl2
lbr Clmrltlortlon l|rlh-o! Undlrwrttert trboretorlrr tnc' on thr
i#:ffilliiiilstiii'1i- *.1 *tlii'iilHliitiiilebilr ""'la'l
r
riiiett brvr bmn.proOueril undrr o
Beport torilr rrr DI.-t!l!H-ln thr Proa.lt ::r3:t1ill"l"lli."Jl[frio-ir,r'.r',tiiojrot. 0?rrlt6??t. You rhould rr'
tlr rrrll .
It teir hrvl rny gualtlonl on the absrflr pharc sontrot th'
trtrtlr.
Rcvlcmd bYt
il*n('"MW,,,,,
trii'-{ii jit"s. Groue !o1f: I--Ftio Protcction DePartmont
.:te I |lnl||J 6gH.t a\J: I r u*!\.t l/l!ra
3$e7o'+ a 22
UNDENWRITENS LI,BOAATONIES INC.Ottt lruotrtx totD. r|orrnrocl| uuilgu iltll-til
an indrfcndtftl, tLot_for-lrofit orgenlutiur Urtiu ,for pubtti nfiqt.!,t.nbrt 9, lgsl
U.8. Intror tDg.!la. Fhlwn ltqllctrIIIS tsrl Dr1vrD. 0. Eox l8ltEort trttrus, Tlt 776tt
Our Rtftrono.! sl}c Rg6ga
D.tt ur. ilrlhtrr
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To: Joe Norris J , ,/
From: Mike Mo11i"*Y
Date: December L, t989
RE: cascade Crossing building permit application
The following conditions should be placed upon the above named
permit when you are prepared to issue it:
1.) The demolition of the existing building on the si-te
shall occur upon 50? occupancy of the new building, by TCots for
tenant finishes, or May 1-, l-990, whichever occurs first.
a) The requirements of the CDoli (i.e access and lane
improvernents) shall need to be cornpleted and approved prior to
50? occupancy of the new building, by TCOrs for tenant finishes,
or May 1., 1990, whichever comes first.
3.) No signs are approved as a part of this application.
lnun
75 loulh honlagc rc.d
Yrll, color.do 81657
(30:l) '[T2138(300) {r}2139
olf,ce of conrmunlty dcuelop|nenl
February 2L, L99O
RAS Builders Inc.
l-8O East Hampden Ave.
Englenood, Colorado 8oL10
RE: cascade Crossing
lo3L south Frontage Rd. weEtVail, Colorado
Dear Mr. Christian,
Architectural drawings subnitted for review and approval for
continuation of this fast track proJect have been rejected.
The following list of issues shall be addressed and approvedprior to any work proceeding past foundation.
r-.) Structure has a type V l-hr designation, exterior
walls detail-s are not clear on proposed fire rating.
(see notes on A-3)
2.) Roof covering type and fire rating is not specified
on drawlngs, U.B.C. tabl-e 32-A reguired a cl-ass trBil
rating. Provide U.L. listing specifications.
3.) Structural qolurnn and bearn fLre rating is not shown
on detaits. Submit details showing l-hr flre rating.
cascade crossing cont.
4.) Roof drainage system is incomplete, provide system
diagram and material speclfLcations.
5.) Handicapped access requirements to buildinq are not shown
on site plan. The State of Colorado along with the U.B.C.chapter 33 requiresr access and parking for the physically
handicapped.
6.) Fire alarrn plan submitted per Town of Vail fire at-arm plan
review requirements. (see hand out attached)
If there are any guestions reguarding the6e issues or others please
feel free to call anytine or stop by ny office.
SINCERELY
-)4Y'/lor'"+'ttJoe Noris
Plans examl-ner
Town of Vail
o
DtrFMRTMtrNT @F,tr@MMUNITV DtrVtrL@FMENT
Wr*r, ocroN F'RM xxxxxxx
01 0000 41330 COM. DEV. APPUCATION FEES
I 0000 41540 ZONING AND ADDRESS MAPS
1 0000 +2415 1988 UNTFORI/ BUILDTNO CODE
1 0000 4241s 1988 UNIFORM PLUMBINC CODE
1988 UNIFORM MECHANTCAL CODE
01 0000 424'ts 1988 UNIFORM FIRE COOE
I 0000 42+15 1987 NATIONAL ELECTRICAL CODE
1 0000 42415 OTHER CODE BOOKS
1 oooo 41548 BLUE PRINTS (MX-ARS)
01 0000 42412 XERoX CoptES ,/ SruOreS
PENALTY FEES / RE-INSPECTION
r 0000 41322 oFF HOURS tNSpecnoN r.EE
coNaACTORS UCENSES fEES
0l 0000 41413 .SICN APPLICATION
COMMERCIAL CONSTRUCTION
INTERIOR FINISH
18O E. Hampden Ave.
SuitE 2ol
Englewood, Cdorado 8o1 10
(g)3) 762-0505ETUILtr,EF|S
June 13, 1990
Vail Building Department
75 So. Frontage Rd.Vai1, Co. 81 657
Attn: Gary Moran
Re: Cascade CrossingVail, Colorado
Dear Garyf
The owner/developer of the referenced project has terminatedtheir construction contract with R.A.S. Builders, inc. I want to
make it clear their motivation was financial . R.A.S. has workedprofessionally while on this project, and wishes to remain in
good standing with the Vail Buitding Department. As of 6/12/90
Perco Development Corp. will be the new contractor of record.
Please forward all responsibilities, problems, questions, etc.,through him. R.A.S. Builders has vacated the site, and
termi.nated its responsibilities in the project. If you have anyquestions, don't hesitate to contract me, and I look forward to
the opportunity of working with you in Vail again.
$s JuN i 51eeo
Sincerely,
Andy
Proj ec
I ]ar, rnsrucrroN's CoITPLETEI)
The itens belos need to be conplete before
glvlng a perrolt a final C of O.
Please check off 1o the box provlded.
. FINAL PLI'MBING
),r" Co'nLJ
141- bT rj
t_
DATE:ll FINAL UECEANICAL
DATE:
IUPROVE}IENT SIIRVEY nssro. rlAlc: C*rcAl€ Vi{1
t-
org:r,' 0L P/. h&.'. s./'7o
FINAL ELECTRICAL
DATE:
FINAI, BUILDING EAST SIDE:WEST SIDE:
DATE:
TS,IPORARY C OF O
i
I
DATE:
!-
i
CERTIF]CATE OF OCCUPANCY
DATE:
LANDSCAPING DI'E
I
IL
I
DATE:
FILE NA}.TE:
@ /eaa,e r?cBr csF a-//y /r,ca/a.r'X .4eVzzf
(le<l< trrtrh k Eefi.<a //a/O
\ y'rf,nrT FLqcS P-f
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/afozr f< d
t
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75 3outh frontroc rcrd
Yall, colorado 81657
(3{t3) 4792138
(3{Xr) 4792139
offlce ol communlty development
To: Joe Norris l - ./|,t .a
From: Mike Mollic{lVt/r//
Date: December 1, 1989
RE: cascade crossing building pernit application
The following conditions should be placed upon the above nanedpermit when you are prepared to issue it:
1) The dernolition of the existing building on the site
shall occur upon 50? occupancy of the new building, by Tcots for
tenant finishes, or May 1, 1990, whichever occurs first.
2) The requirements of the cDoH (i.e access and fane
irnprovements) shatl need to be cornpleted and approved prior to
50? occupancy of the new building, by TCOrs for tenant finishes,
or May 1, 1990, whichever comes first.
3) No signs are approved as a part of this application.
.H
1
$TOP 0R[
WARM AtR FURNACE *'EJ=LECTR|C WtRtNG
GAS FTTTTNG AND VENTTNG zFsto BUtLDtNG pERMtT
ZONING
tr
tr
tr
tr
tr
TOWN OF VAIL, COLORADO
OFF]CE OF BUILDING OFFICIAL
NOTICE
THIS BUILDI NG Has Been Inspcted, and -
GENERAL CONSTRUCTION tr CONCRETE
MASONRY tr PLUMBING
tr OTHER:
Do Not
Remove This Notice!
Building Insp€tor
Offbeof Building Offbial, TOWN OF VAtL, COLORADO
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CIIECK REQUEST
vENDoRNAME= fu6ZoZ., 7za-- a-.q/ -,.-.-/,-Q -- ..
DESCRIPTION OF EXPENSE: CLEAII UP DEPOSIT REFUND FOR BP * /*t4
@oo.&- 4zt*n
ACCOUNTNLTMBER 0l 000022002
s Z6^d e)AMOUNT OFREFI.]ND:
DATEAPPROVED: l-3,4-7A
APPROVAL SIGI{ATURE:
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CHECK REQUEST
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vENDORNAME: >/i/,s 6,&,_2r'r,-e)
VENDORNUMBER:
DESCRIPTION OF EXPENSE: CLEAN IrP DEPOSIT REFITND FOR BP # y'azz
ACCOUNTNUMBER OI OOOO22AO2 d
AMOUNTOFREFUND:o.za.D
DATEAPPROVED:l- Q,t-%.
APPRoVALSTGNATuRE, (J))*',Ji Vl^\