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i IN�r hl �� � i " IGGI� EDWARD M.
GWATHMEY, JR. too • • • • • • •
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The rssuance or granter; Of a Permit or approval of plans atld---- • -- -- - - �
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specifications s�iali not ue valsptrve
d to be a permit for, or an
approval of, any vIGIM ere Of any of the provisions of this code-
or of any other ordinance of the I urisdicatl
. ° "ls ' TOWN O F VA 1 L
a permit based upon plans , speciflca>;ions a er a -sh° �
not prevent the building official from thereat �qulring the
correction of errors in said plans , specifications and other
- data "
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' •:PFAWI IHbF _ SYMBOLS _
AZG}'f l TtM FeAL.- ROOM FIN 1 St-I SYMBOL / KEY TO ROOM F I N i SNES
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+q Z � ROOM NAME / NUMBER This downiant and the does
A 2 -5r AND yG X7 �j j v" VAR 1 ES t aLOPED J and in as a Incorporated
.r1 � � /� t w`� 1'+ ' ��, l _ _ herein as 8n msVumenl0l
A 4+ V LE V" ;�� p�prroo'p�erty at omvvid Gwattt the
Pratt ArUutects PC and a
not to be used m whole or In
'4 $ 1 �R � L�NAT( FLOOR SASE WALLS , CEILING pan, without the written
I farm L f�T7.•t 4 0 9 J: 1 ,S� /�l� rl k Edward of Robert L
1`• 1 �r1�1 '��1�`j+� GW,, r�'1 ��I (� ���� Arnold Amold Edward M Gwattlmey
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SEALED CONCRETE CT - CERAMIC 711E OP CERAMIC TILE -
QPTEEXXTURE�TDRE Jr or Henry Pratt
e ' ` , CT CERAMIC �TILE NC NO CHANGLI 63 SMOOTH DRYWALL G3 aAA00TW
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thmey
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I� .A I I - 1 11 1
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I an 'of unit rm moisture c6htent by adding � watirz on , f Arl I:
le and � his ' contuitants v11 I review I - TEMPORARY SANITARY FACILITIES,
Bc , , Rev v Architect e ro s and 'drainage syftsteaso Sweep I �4
t h
4 essare soisture� to�
F
4 4 1 1 4 1 4 It pp� 4
submittal w I Ithin 10 day" s . of rectiptI, 0 ' subsission, jor is er Surfaces surf ace add nee
OIVISIQN I GENERAL , RJQUIREMENI Paved arias rake clean o 'vh '
4
en n the" , eicavation , Jf ,' in he opinio
conformity with design only . Quantities and A The 6 eril � , Contractor, shall , provid Iand 'Imai ' 11 - I I I I 1 1 9 1 1
4 e At a IAI 99 t
I
adequate; chemical to 1 OPERATIONS AND MAINTENANCE, DATA Geotechnical Engineer', the vaterial roD sed '
dimension are the responsibility of . the Untractor for '
Ilet4 facilities ",forAhe use of ProD
ioCT ION 0 10059 ADMINISTRATIVE PROV ISI ON S 9 9 4 Lr 9 1 9 1 1 9 1 t oo
jL e 9 9 n
I is
.9. Proper fitting , construction of ' Vork , turnishing * of all elDlOyetS engag d at the site ' in 'compliance With the' comoacted fUl we t , toEyAgp R� d"?a
9 9 9 1 11 -9 1 1 9 seSubsit ( 2 ) copies of operation' andmaintenance 9 1 9,
materials and work required by the . Contract Documents applitable� regulations compaction , dry in an acceptable,:
01 WORK COVERED BY CONTRACT DOCUMENTS 9 9 Ittals ,:,,, resa1n ,, tfte 9 9 1 1 instructions for equipment and systems . Include 9 Plaoin ; . Place ' tillIand ' backfil in
but not indicated in subm A41
4 1 4 4 9, 9 1 9 9 9 : parts - lists and local service agency , of optisul soistur' content ,
I res;onsibiiity ' of the Contracto' Review Of 1605 - TEMPORARY ' PROTECTIVE FACILITIES e 9
r
At Work unde this contract * ncludes all mateHalls , submittals shall not be 'construedn approval of 9 9 1 9 1 1 1 9 1 9 4 4
equipment and labor necessary,9 to complete the work - devices and I �jI3 WARRANTY 4 9
deviations from requirements of Contract Documents A # Provide and ' saintain Protectivt � Do Compaction ` , �. When as accept , ra moi le,
indicated , specified or reasonably 1 1 relf 9 erred unless deviations from Contract Document 9 s have been 9 facilities for the Protection of the public and the 9 content is ' obtained compact b
therefrom , At One Year, after date offinal Certificate of method acceptabieto the Ge c the
specifically noted as -such on submittals . 9 general oNtectian of all vorkeen on the project
9 Occupancy ,
including but not limited too. le I . - I full densities as detersined by ASTM 06980
80 txIsting reused equipment to be in good working order Cc ResLibmittals The General Contractor shall make 4
it Danger signs warning again hazards created by
at completion of contract . 0 Interior Utility Trenches Under Slabs on Grade 95%
resubmittals until, the concurrence of the Architect
such features for constructionlas protruding 1� �
is � btained . nails , hoists , well . holes , window openings , DIVISION . 2 � IT
CONDITIONS AND REQUIREMENTS EVORK
G2 stairways and tailing materials , Backfill Behind Retaining Walls and Foundation Walls
95 %
02 SUBMITTALS 210 Fire Protection equipment ,
As Division 1 ce, General Requirements govern work under Interior Fill 95%
all divisions of these specifications , 30 First aid equipment , Division I General Requirements applies to work in this
A . Shot Drawings .s Submit SeDia and three blueline 44 Tesporary walks , roadways , trench covers , divisions
PriAts each . barricades , bulkheads � lrailings , danger lights Exterior Utility Trenches Under Paving 95 % ,
6v Various subcontractors shall review with Town of Vail I I I I
and signalseetc , requiredfor this work by �� ECTION 02200 EARTHWORK
Building Department and arrange for required
Be Product Data * Submit five copies each . federal . stateandlocal satetilaws and Exterior Fill Under Paving 95 %
inspections . +
building codes , PART 1 on GENERAL
Cc Job Site Docusents : Only accepted Shop Drawings or Trenches Not Under Paving as, 95 %
Co if it is necessary to use lifts , cnutes or cranes , Proluct Date shall be kept at the job site . The
I
Contractor to work with Town of Vail to obtain Gentral Contractor shall keep a complete set of such 1 * 06 FIELD OFFICE AND TELEPHONE 4 � 01 REFERENCES Overlot Fill AvI 85 %
necessary permits and approvals .
docimentS on file at the job site . As The Contractor shall Provide and maintain f ield A * Compaction Test * ASTM D698 Standard Proctor Densit
iTy office with telephone . No toll calls shall be The use of free water ( puddling ) will not be allowed ,
De Contractor to verify all dimensions and not � f Do Field Measurements * Required field measurements are
allowed for subcontractors , The field office and ART 2 Act PRODUCTS
Architect of any errors and / or discrepancies before
the responsibility of the Contractor and will be made telephone shall be available to the Architect , WI05 UNDER SLAB GRAVEL ( SCREENED ROCK OR SINGLE PASS )
beginning the Work , before Shop Drawings are submitted to the Architect . 4 � 1 TOPSOIL
1 07 CLEANING DURING CONSTRUCTION A Install to compacted thickness of 4 * under all
Noisi and disruptive operations shall not be allowed
4 t 4 Contract Documents * The General Contractor shall As Topsoil * Material that is stripped trot constructio interior slabs on grade . Ask,
1 5 T1
except during regular office hours not * fy neighbors
of ftuch operations , Frocierly muffle equipients keep a record set of contract documents at the site . At Eacn contractor shall keep the building and site tree areas , Topsoil may include moderate amounts of
of waste materials anc rubbish , Each contractor shall organic matter , Be Paver subgrade to be Class 5 aggregate base minimum
7 6
. 4 SAMPLEI� dal t ly transport such Material to a designated 60 in depth compacted to 95 % standard Proctor within
�. ontrol dust when construction Procedures result in location on sitA. , The General Contractor shall FILL AND BACKFILL MATERIAL + 140
dust which becomes a nuisance ,
A * The Architect Will provide the General Contractor periodically dispose of accumulated waste off site
with a list indicating colori texture and finish . 36 TOPSOIL
Control flow of water at site to Prevent damage to As Backfill and Fin ; On site excavated or imported
A; 46 B Each Contractor shall leave his work clean at . the nonIevexpansive material , free of trash , debris and I
v6hers * Property and facilities ; take Precautions to 0 T
Prevent spilling and I *L 'i" tering of water ooiluting ' AtON GIL400 ; UALITY CONTROL completion of his work . Clean interior areas prior organics as approved by the Geotechnical Engineer , As Spread stockpiled topsoil over all areas disturbed by
i I
to start of finish work , saintain areas fre e 0 f dust construction .
substances . Do not dump any foreign materials into 1 9
GENERAL and other contaminants during finishing operations , )3 UNDER SLAB GRAVEL
sewer and storm sewer collection systems , FINISH GRADING
17
I
As k; eliera ., Lontractor shall aaintain �ivalitwy control SECTION 01600 MATERIAL AND EQUIPMENT As Imported granular material containing less than 2 %
0 CONTRACTOR USE OF PREMISES ovtr suppliers , manufacturerS , Products , services , 8 As Remove excess material from the site or spread
site, conditions , and workmansnip to produce work of loOl TRANSPORTATION AND HANDLING Passing the No , 200 sieve and more than 50% retained ontosite in area acceptable by Owner ,
At Limit operations under this contract to the area of on the No . 4 sieves
s ;i � cified QualitY
the property as indicated , ' No operations will be
allowed outside of this area , A . Transport Products by sethods to avoid damage , 3 wo EXECUTION B Cut and f � ll all areas as indicated or required to
ItSTI % LABORATORY SERVICE � Deliver in undamaged condition in sanutacturer ' s permit finishing to the finish grades indicated .
iners or Pac 1
Be Parking on site will be extremely limited , unopened conta5 kaging , dry , CLEARING AND GRUBBING
As Owsler will espioy and pay for testing 13boratory
DAMAGED EARTH
T to in5pections and tests . 1 02 STORAGE AND PROTECTION As MeMOVe trees , shrubs and vegetation within the
1004 EXAMINAT17LON OF 4W�Iltt
construction area including roor Structure , Remove At Remove and replace earth that has been rendered nt iUJ
ft
As Failure to visit site and become familiar with site Be CoDoerate with testing laboratory to furnish access * As Store Products in accordance with manufacturer ' s from the site or bury in common landscaping area , to receive Pianting due to concrete water , mort or
lime water dumped on it ,
Saspies and temporary facilities as required . instruction , with seals and labels intact and Protect items to remain ,
constraints and working conditions will - in no way
Provide testing laboratory sufficient Drior notice legible * Store sensitive Products in weathertight >
relieve Jny Contractor from necessity of furnishing
1 1 � 9 FIELD QUALITY CONTROL
for services . enclosures * saintain within temperature and humidity EXCAVATION
material or Performing work that may be required to ranges required by sanufacturWs instructions ,
. cooDlete work in accordance with Drawings and SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS As Excavations Obtain the Geotechnical Engineer
A . Topsoil * Remove all topsoil and organic material at
approval of depth and extent of excavation for
Specifications without additional cost , 1 * 01 TEMPORkRY ELECTRICITY AND LIGHTING Be For exterior storage of fabricated Products , Place on areas to receive Paving , building construction or I
supports above ground , Cover Products subject to Ift: lao $ �� n grade , 5tockPile for reinstallation , structures before starting f I illing operations ,
loO5 REFERENCE STANDARDS deterioration with impervious sheet covering , Provide
A . Se�% vice : The electrical subcontractor shall Provide ventilation to avoid condensation , Be Excavate the site as required for walls , foundations , Be Fillings Obtain the Geotechnical Engineer f 5 ap rovQ,
As For Products specified by association or trade teiporar �y electrical service to site for construction , Piers , areas , basements , crawl spaces , pits , etc . , As of fill and the method of Placing and compactio
or is o 4'
vide
The electrical subcontractor shall Pro
standards , comply with requirements of the standard , pueoposes .
depth before starting compacted fill or backfill , Ob
All footings shall bear on natural
1 * 03 SUBSTITUTIONS indicated . ain
except when more rigid requiresents are specified or cil% cuitzp , branch wiring and distribution boxes as ' I below frost depth , Bearing Material shall be approval of the completed compacted fill and ba ktill
3ol
are required by applicable codesm rezuIred for teaporary power and lighting , The I
* rot the. Geotechn � cal Engineer , Suff icient tes s
A # Document ' each request With Complete data verified on site by the Geotechnical Engineer ,
1`0 - will be made to assure compliance with these
elp. ctric � l subcontractor shall Provide temporary
substantiating compliance of Proposed substitution >:
li ; hting for each space , C . Keep excavations free from rain water . at all timest specifications , IT , because of unsatisfactory est
Et The date of the standard is that in effect as of the with Contract Documents , � ubmit Proauct Data and
bid date except when specific date is sPecified , samples as required , Notify Architect , issediately of ground water results it is necessary to retest after corrective
E Thi various subcontractors shall Provide e4ension encountered SO permanent dewatering can be achieved , work , the cost of alkl tests other than the initial
loO6 CUTTING AND PATCHING co�cds and iamps as required to convey electricity to tests shall be paid by the Contractor ,
Be Request constitutes a representation that Contractor ` I I
lo � ations of work and to Provide task# 1iohtIn9 to 3 * 03 PREPARATION OF NATURAL GROUND
pectit proper execution and inspection of work , is Has investigated Proposed Product and Cc MoistureowDensity Determination : Samples of C
A . Openings in construction which are required by other determined that it 3eets or exceeds , in all flopoy=wathmey/Pratt
I
contractors shall be left by crafts involved , it is As Z�carify upper 6 's of all cut or fill areas under representative fill materials to be placed will be Architects, P.C.
L resciectst specified Product , 1 1% 9 1 obtained by the Geotechnical Engineer for All Rights Reserved
the responsibility of various contractors to supply C Tht General � ontractor shall Pay for electricity interior slabs on grade or paying and recompact
20 Will provide the same warranty for substitutio' deteraination of saxisum density and optimum moisture This document, and the ideas
and designs i=,p at d
W e:
in advance , Proper and Sufficiently detailed coisumod until final acceptance , as for Specified Product , within 12 % optimum moisture content to a minimum of for these oateriais . Unless I indicated otherwise , herein, as an t of
95 % of Standard Proctor Density ( ASTM D698 ) 0 professional service, is the
rpe"y of Amold/Gwathmey/
information . In I event of failure to Supply this 30 Will coordinate installation andoake other tests for this detersination will be sade using ratt Architects, RC, and is
advance information , cutting as may be required shall 1 * 02 TEMPORARY HEAT AND ENCLOSUR ". to ALLOWANCE ITEM changes which say be required for work to be I I not to be used, in whole or in
I I FILL AND BACKFILL methods conforming to requirements of ASTM D1557 part, without the written
be done only after concurrence of Architect and at conDiete in all respects , 11 authorization of Roben L .
the expense of the nt ; li As Provide temporary heat necessary for the execution of Copies of the results of these tests will be Arnold, Edward M . Gwathioney
igent party , 46 Waives claiss, for any additional costs which furnished to the Contractor . These test results will , Jr. or Henry Pratt.
I I
works Install , maintain and operate temporary say subsequently become apparent . A At proper time , fill as required and backfill around be the basis of cont rol to r compactive ef fort .
I - 'S 1
ALLOWANCES AND ITEMS EXCLUDED FROM THIS CONTRACT he. 1ting 5PDaratus in such a manner as to faz .ftclitate walls , Piers , etc . , to bring the earth to proper
tht work on t' he Project so work can continue and "," he ievels ' and grades for subsequent work , Install
Cc Substitutions will not be considered when they are' Do Density Tests * The density and moisture content of
As The work covered by these Specifications shall flaished work will not be damaged thereby , 0 backfill in even lifts on both sides of foundation Date
indicated or implied on Shop -Drawings or Product Dat each layer of compacted fill in Place will be -
0 walls and after supporting floors are in Place to
include the following allowances ,
submittals without separate written request or when determined by the Geotechnical Engineer in accordance
1 * Temporary heat � Be Provide temporary enclosures as necessary for holding prevent excessive Pressure on one side , Revised.
in ; as specified in Section 01500 acceptance will require substantial revision of v � th ASTM D1556 or D29244 � Recompact any material .
of these specifications , teiporary heat such as enclosures for concrete wo ," k
9 Contract Documents , ply with the siniaus sp I A47
or for thawing frozen ground , toundnot to coo ec ' fied
85 Placing Fill and Backfill: , Do not Place brush , sod ,
2s Floor and wall tile isaterials and density untit the required density 1sAobtained .
installation ) c $ 12 . 00 Per SF , frozen material or other perishable or unsuitable
Do Architect will determine acceptability of Proposed
Carpet , pad and installations, 130 . 00 per yard , 1 * 03 TEMPORARY WATER materials in the fill . Distribute materialIon the I
I I I I
I substitution and will notifY Contractor of acceotanc Ea Field Engineering : The resPonsibility for Jines
I I
I I I I I I I I A, Ing I ,
1 1 1 f � ll to avoid formation of lenses differ �
I or rejection, in writing ,
grades and levels necessary, for Proper location and
SECTION 01300 SUBMITTALS , At Tht General Contractor shall Provide temporary water substantially from the , surrounding material . Deliver
servicle The various subcontractors shall Provide I I II I I execution of the work rests upon the subcontractor
materials to � , the filt ,surface in a roanner to result
� .,CTION 1070 0 CONTRACT CLOSEOUT who will retain a competent instrument ' man for thizo -
loOl PROCEDURE all, temporary connections and hoses necessary to in a well and unit-cirsiy ' cOsOacted fill . Beforer
purpose . Carefully Protect -bench marks and referenc � , Sheet Number
coavey same to Places needed , �- Colpaction , spread fiIIII materials - in approximately
J 1
FINAL CLEANING
t. I points ,
As Submittal ; The General Contractor shall make horiz.ontai . layers . not . greater then 8 thick with
t
I
upper surface appr' cixisately horizontal ,
subsittals to the Architect , Do not . sake submittals A Cleilh . ,interior and erior surfaces ex osed to.
vi ew
directly to the Architect ' s consultants , Submittals
remove temporary� I'abels stains Iand foreign ,
Mot
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, It ! . . t • • . # _ . , , Arnold
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Architects , C .
• # # 1000 S. Frontage Road West
i • • i • .. • : r # • : • . . =-� Vail , Colorado 81657
i • : { # r • • • r # • • ' " # Tel : (303) 476 - 1147
• - • Fax : ( 303) 476 - 1612
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All Rights Reserved
This document, and the ideas
and designs incorporated
herein , as an instrument of
professional service, is the
property of Amold/Gwathmeyl
Pratt Architects, P.C. and is
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part, without the written
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I , 1, i, I I t I , I I I I � J I I , I , I -I - I I I I ., �, J it I 1 6 1 1 I I " I-I 6 1 I I 11 6. ,-1- I I I I I I _ I I :. I 11 6 I 'I I L I " L� I ii,;� - � ): I I I 1 I I I i ,", , I I I I 1%, I I I
I " . I ; , I 1 16. 11, I I I I _ I ; 6 I � I I I I I I , I , I .L in a � , , k `L`I__"t , - !_,i,L . -i-. I 11 4i�'�ILI " I 11 I I
, , , "- I " , I I I 11 L . � ' - ". 16 1 " . , t, ' 61 1 1 1 I I I I I I I I I I I I I I 4. i I , I I I sta ing ,it,, damage, and ; wear -- -, 4 I.I. II IF L,.' L I I � ir'- " 'I " �' � 11 I I I � , I , LL: ' '
I I I , , '" L I t I " I IL I - I -1 I .- 6 I � ,� , I I I 6 1 1 I 1 6 . . 6 I . I .I � l�LL Fitt - , ,I , 6 it I I I' ll , I I, I .t ` lit:-III I L� -, ,' ' , ' L� I ,L I 11 'I
I I - , , , ,, I , , i ; " , appr0alrL' , LI it. I it , ILI " 111I I I it 1 . , ' 6F , , , L I : I I I 1 6 I 6 1 1 I I : I I I I . 1 iii , I I F, , ., 6 ", I I , I I I I , , t I I 11 I I - , - L, I I I '. I I Fit, I
- I , I I I I I I . I I I I I � L - I I . I L I I � I I Ir I - L I I 11 " : 6 � I I, - - I I I - I L I I I L L - I I 1 . I I
- 11 I I L I I :
I
L
---- = 0- - - -- - - - - -- - ___ - _____ - ____ - 11111101 - - - - - - - - __ ___ _____ - --- ---- L
s e V
Corrsult - with Owner , or, Owner ' ripre, sontati 'e� 01" - De k
Do . - Prohibit f oot and wheeled traf Ic f rom usi
n tiled Rledwood , c Top ?
I I I I I I I I A General It, I I I I I' _
If I I I - I I I I I 1 4 1 ` I - - I f I III
I 1 11 1 1 1 ' Ir � 11 1 1 1 1 1 1 1 r I t.
addtional easin structionso I , � A .
floors for at least 7 days atter ' grout in I ,f_ b If I f .� 'r � '_:,
If
Ing i F ir's t Coat CWF It
" I ,
is Sand fini shes on wood ,
nd metal surfaces , , if I.� . I
f I f I I I I I I I I , I I I I I t�. I If- If If I I
completed * tI kf� I If I I, f 6
08 S IA
If I I
Second CWFO I I �1, , I
between to - assure smoothness and 11 EQqIfJEN1 f'
adhesion
Be Extend - carpetr under open bottomed obstructions and ff
'1J. If �f I I II f, -1 1�I, m�P
of subsequent coats , Use extra fine sand Paper
un4er removable flanges and furnishings', and into I
VI V _ r,4 I'
Ea Before final inspection , remove Protective coverings E . Wood Siding and Trim SemitowItTranspaIrent Sta * eds n rl Ire en s , 40PI es to w IM
to avoid cutting the edges when sanding , Apply in Divisio, General Requ em t I
alcoves and closet 's of each space , unless directed
I division Ey, If
and rinse neutral cleanererfrom tile surfaces , I First Coat Olympic Oil Base, $to
I
I putty or spackling compound after - surfaces are
I I otherwise & GWATHM i
Primed and Primer is dry , Bring filler , , transparent stain , Apply to
I I f
11 !44TION 09680 CARPETIW
all sides Prior to
materials flush with adjoining surfaces SEMON 11452 rRESIDENTIAL APPLIANCES U %f
Co Provide cutvwouts where required , and bind cut edges I 1 1 1 1
I I I
1 20 ' Wall. ' shall be Perf installation ..
ectly dry , clean and smooth
I ions , eteet '
M 1 set GENERAL Properly where not conealed by trans4t Second Coat
olylp
before . startih; work , t ' F * 11 cracksl� ho-les . or Ic Oil Base Semi PART 1 GENERAL
e
checks full , and ' aake smooth before' finish is transparent stain * Affir I
31 Do Install transition at carpet edges as required or as : I I
DESCRIPTION OF WORK 11, 17'r
installation , R
applied to surfaces , Fi crackso , ete . , which PART 2 PRODUCTS
directed by Architect or Owner ,
occur after walls are sized . Wall shall be , Fs Wood Trim and Bottom Side and Under Framing of Wood
I 1 1 6 6 1 � � I , :. I
I As Extent of each type of carpeting as shown on the Y I 1 1
1 perfectly dre and smooth before finish Is & 2001
drawings , and as directed by' 3 * 03 CLEANING AND PROTECTION Pecks Solid Stained , RESIDENTIAL APPLIANCES
Owner or Owner ' s
First Coat Solid body . Apply prior to
appliede
representative , Carpet and pads as selected by
installation on all sides . A The following appliances are specified ,
Archite r As Remove and e 'of unusable scraps . ' Usable scraps ,
ct or Inte lor Designer , See allowance dispos f
4 Do Be Exterior Siding and Trim to latch existing , Second Coat Solid body . Apply after GE Monogram *
Installation * including carpet 1 include -roll ends of , less than 9 '
Section 1 . are def ' ned to
installation , wCooktopJ, P 678 BK plus grill module . JXDL 444
accessories , shall be by Contractor or his length and Pieces of more than 3 , Ouare feet with a 1
1 tale Remove foreign material from owDishwasher GSD 3000 B for wood Panel front ,
Co Interior" Ferrous Me s t 6
I I 1 1 ; 1
suboocontractor . width of more than I , oefo " , e If I I
3905 MISCELLANEOUS REQUIREMENTS soCompacter GCG 1000
unpirived , at t with , wire bru-sh and dust,
LJ IL 1 6 1 ft "t , 1
8 See Section 01005 for allowances . 80 Vacuum carpet using coleercW machine with face D'd , Shop Primed fletalit' Touichowupshop Orited metals with wo0oubit Oven JXP47 GK
beating eiemlent unless directed otherwise , Remove
a Primer similar to the existing , As Other Exterior ,* Paint all miscellaneous exterior awflicrowavle / Convectionowlike JET . 3436 with built %* In ' kit
1 * 02 QUALITY ASSURANCE spots and replace carpet where ' spots cannot be
Mes , vent caps , etc to match adjacent materials
gri JX13 GW %
removed . Remove any Protruding face Yarn using sharp
srSink wo, double sta * niess steel , dropwin 1
Et Interior Zinc Coated Metal ( GalvanizedSurfaces ) : as directed by Architect . w ' th
scissors .
At Installer shall have not less then 5 years experience
1 4 1 1 1 Wash with mineral, spiritsfand prime as specified , InstavoHot , Lever faucets ,
in the installation of . carpeting -of the type ,
I
quantity and installation methods similar to the work Co Advise Contractor of Protection methods and materials Be Other Interiors Paint all ceiling and wall fooDitposal ,
I suRefrigerator BlSB42 EK with compressor motor
of this project . needed to ensure that carpeting will be without Interior Wood to be Stained and Finished : Sand to reo6sters , access doors , miscellaneous trim , etc , to
smooth finish . . ' Fill voids and nail holes before match adjacent materials as directed by . Architect , asssezbly BCS42 EK6 To receive wood Panel front .
deterioration or damage -at time of acceptance by
finishing using a filler Compatible with finish
1 * 03 PRODUCT STORAGE Owner . I #
system and matching color , See Paragraph 3 . 02 for 3 * 06 CLEAN UP PART 3 EXECUTION
41nishing system ,
A Store 4 carpeting materials in original mill Protective D Retirn to project after approximately 6 months of A At the completion of the work , remove surplus 3o0l INSTALLATION
test
wrapping with mill register numbers , and tags occipancy and use , restretch carpet in each spaces
Exterior Ferrous Metal , Remove foreign material from materials , staging , rubbish * clean off Paint
repsir faults in seating , trim and adjust carpeting
attached . Store inside , in well ventilated area ,
unprimed metal with wire brush and dust clean * varnish , stains from floors , glass , walls , hardware ; At General : Install appliances in accordance with
protected from weather , moisture and soiling , at tdges . Coordinate timing of return and access to Isle
and leave the premises in clean condition , manufacturer ' s instructions . Where required , remove
i : with Owner ,
unlir 1
I
He Exterior Zinc Coated Metal ( Galvanized Surfaces ) , stock front panels and install trim kits to receive
PART PRODUCTS
SECTION 09900 PAINTING Wash with mineral spirits , custom wood fronts ,
2 * 01 CARPET PAD 3 * O4A WORKMANSHIP Be Deliveryand Handling : Deliver appliances in
PART I fee GENERAL DIMISIPLAO SPMALTIES
01
original crate and cartons , Take Precautions , to
A . Types and thickness as directed by Architect or
As Spread materials evenly without runs or sagging offI 9ivislonIl wIGenerai Reouirements applies to work of this Protect from damages Replace damaged appliances
Interior Designer . Pad shall comply with governing loOl SUBMITTALS
materials , If the surfaces are not in Proper shape division ,
flammability regulations and indicated requirements
for Paintings repair , rebuild or refinish before Co Utility Connections : Connect appliances to utility
for each area of installation , but 11h all cases , At Paint or Stain Samples : Make Point or stain samples Proceeding with the work . Otherwise , be responsible 10800 BATH ACCESSORIES supply Points ,
as requested by the Architect , Remake samples until
provide i Dad which has passed Pill test ( Pad tested for any Door wotlr �. caused by improper surfaces ,
by itself , without carpet present ) , approved ,
' ART 1 GENERAL Do Remove all packing materials and operations manuals ,
Be The application of the f irst coat does' not relieve Discard Packing materials and store manuals in secure
1402 JOB CONEITIONS
2s V 02 CARPET ACCESSORIES responsibility for the bases Do no tr apply any coats 1, * Ol SCOPE OF WORK location until . turoed over to the Owner ,
14 1 . I I
on either , damp or wet surfaces and in no case until I " , I It
1
A Environmental Requirements *, Do not finish outside in
A Tackless Carpet Stripping : Water . resistant plywood the Proceeding coat is dry and hard . , Spread finish A As shown on the Drawings ,
extreme cold , frosty , foggy , or damp weather , In A
strips , thickness as required to match Pad thickness ,
evenly and thoroughly brush out , Sand work between
ini'sh the upper and- lower edges of wood : ART 2 MATERIALS DIVISION
grip and hold stretched carpet at the backing . 50 cegrees Fahrenheit or over and surfaces - are _12 FURNISHINGS
doors the same , as th e face , This work shall be done
with angular pins Protruding from too designed to winter weather , finish 'Only . when the temperature is
coats , F
Provide narrow stripping with 2 rows of pins where absclutely dry , In no case will exterior Painting be
allcwed while dust is blowing , in all cases after doors has been fitted and are 01 PRODUCTS 01vision 1 General Requirements applies to work of t is <
stretched width of carpet is 20 ' or less , wide
ready for f inal handling ,
division .
stripping with 3 rows of pins where carpet width
At As manufactured by Broadway Industries , The Broadway
Be Conc1ition of Spaces and Surfaces : Spaces must be
exceeds 20 ' .
Cv Finish coat shall be in color as selected . by Collectiong Edwardian Suite , Finish to be US6260 SECTION 12390 RESIDENTIAL CASEWORK
clean before finishing is started , Do not finish in
Architect , Tint Primers to match finish coat , It 24 * towel bars *
rooms or spaces where rubbish has actu;ulated or 10ol0032
Be Installation Adhesive * Water resistant , nonfoostaining
type as recommended by carpet or Pad manufacturer , while rubbish is being removed , Finishing will not 2 . Surface mount Paper holder : 10ol0079 PART I GENERAL
Do Where Pa � nt or enamel is rolled on , use a ' fine nap So Towel rings , 10 * 10096
and which complies with flammability requirements for be allowed in dusty rooms , Do not remove rubbish
roller so a nearly flat or orange Peel texture is 4 * others as shown on the Drawings , tool SUBMITTALS
while finish is fresh , All surfaces to which finish
ed carpet ,
install is to be applied shall be dry and clean , obtained ,
I I I
`IRT 3 EXECUTION
A . Shop Drawings ,* Submit Shop Drawings in acc )rdance
C Seating Cement@ Hotweelting seating adhesive or 3 * 03 COATING SYSTEM so INTERIOR Its
C * Protection : Furnish and lay drop cloths or mask off with Section 01300 .
similar Product recommended by carpet manufacturer , I I
I
I I , 01 INSTALLATION
for taping seats and buttering cut edges at backing areas where Painting is being done to Protect floors
I
to form secure seams and prevent pile loss at seams . and other work from damage during the execution of Ats Ferrous , Zinc Coated or FactoreyeatPrimed Metals Be Samples : Submit samples of plastic lamina an
A General ,* Securely install as indicated , Providean cabinet finishes for Architect ' s selection ,
Painted : Ir
this work , Where it becomes necessary to remove <41�4
First Coat Primer orFactoryfooPrime Coat install Proper blocking as required , M
too temp)rary coverings Placed by others in every branch
laneous Materials , As recommended by
Do Miscel Second Coat Enamel Undercoat I ;I Nil
I
manufacturers of carpet , Pads and other carpeting of t ) e work , replace same in Proper manner , Remove Third Coat SemioaGloss Enamel 3820 TUB AND SHOWER ENCLOSURES PART 2 PRODUCTS
* I 7ags and waste from the building every night , Do
Products ; and selected by Installer to meet project ol
circumstance and requirements , not 51low to accumulate , Be Drywall tow Paintede 2vOl RESIDENTIAL CASEWORK
1 GENERAL
Dt Dasige to Work of Otherso Be 'responsible for any First Coat Suitable Primer
As At Kitchen , Van * toes and Built �& Ins ,% AW1 Custom
PART 3 EXECUTION damige done to the Work of other trades . Replace any Second Coat Texture application by
01 Shower enclosure shall be installed at location as shown Grades Wood species to be clear Dine , Layout as
mattrials damaged to such an extent that they cannot drYwall subcontractor
on the drawings , All enclosures shall be standard shown on the Drawings .
be restored to their original conditions , Third Coat Latex Flat ( Semi4loss C Copyright
3 . 01 PREtosINSTALLATION REQUIREMENTS Latex ) height unless shown or noted otherwise , Enclosure shall is European box , style with full fius h overlay doors ArnokPGwathmey/Praft
Architects, P.C.
PART 2 PRODUCTS ( Enamel at Baths ) haveftchromefrase and clear tempered glassoer codes , and drawer fronts with panel doors with vertical All Rights Reserved
A Examine substrittes , for moisture content and other '
boards in frame . This document, and the ideas
Fourth Coat Latex Flat ( SetivaGloss J� RT 2 PRODUCTS and designs incorporated
conditions under which carpet Is to be installed ,
14 * 01 MATERIALS Latex ) 20 Melamine interiors , heroin, as an instrument of
Repair minor holes , cracks , depressions or rough professional service, is the
30 Blum european type hinges and standard hardware property of Amold/Gwathmey/
areas using material recomeende6b' Enamelat Baths ) Pratt Architects, P.C. and is
Y carpet or ' O 'A Unless shown otherwise � on the drawings and except as as selected by Owner , 11 Drawer , hardwareftobe , top not to be used, in whole or in
I o I I A & Pro4ucts not specified by name shall be * best grade " I I I I f I part, without the written
adhesive manufacturer , Notify Contractor in writing specified in Division 15 , all tubs shall have chrome of the line roller type as manufactured by� KV or authorization of Robert L.
' first linew Products of acceptable , Ce, Woodwork and Wood doors Lacquer Finish
or 1
of major conditions detrimental to Proper completion t I I - shower rods . , Rods shall be fixed length and attached equal , Arnold, Edward M . Gwathmey
manufacturers , Where Possible , all materials shall First Coat Shellac , Jr. or Henry Pratt.
of the work , Do not Proceed until unsatisfactory securely at each end , Submit both fixed escutcheon and Design to include light 1
Wrt and any ' other trim
conditions have been corrected , be offa single manufacturer , Second Coat Stain finish ,
concealed attachment types for approval by Architect , as shown on. the 'Dravings ,
Third Coat Clear Lacquer w / flat
If Submit manufacturer ' s literature for approval by 5 * Provide and install matching appliance Panel
so Aectotable Manufacturers * The best quality materials I finish , I I
Be Clea away debris and scrape up cementitious deposits - 1 1 Date
Architect before order ' ng Products , inserts as shown on the Drawings .
as ianufactured by any of the following manufacturers 00 NOT SAND BETWEEN COATINGS ,
from surfaces to Det *
receive car Ing * vacuum clean
opa
will be, acceptable for 'Use on the work . 6o Coordinate a s, required for Pla sti c countert
- ART 3 EXECUTION Revised.
immediately before i Installation , Check concrete We i 74 Coordinate as required for Proper clearances at
DeVoe 04 , COATING SYSTEM EXTERIOR
surfaces to ensure no ' dusting * through installed I f 19%
Pratt Lambert , Inc . all, appilances . and appliance door , swings twith 01
carpet ,* apply sealer where required to prevent
Ill INSTALLATION
KwalwHoweils As Ferrous Metals finish Panels as apply )
dusting ,
McMurtry / Valspar First , Coat Factory Prime Coat or
At Generale Securely install as ind * cated . Ensure Be At Bath Vanitoes o ' d species to '
1 1 et AWI Custom Grade W o
KellyawMoore Primer ,
C Sequente , carpeting with other work so as to minimize
Second Coat Proper blocking has been installed , be clear Pine .
Olympic Alkyd SemiowGloss Enamel ,
ibili.tyfof danage - and soiling of carpet during . . to
possi 1
It All vanities shall have adjustable legs
remainder of c onstruction Period , BenJ s * li, Moore , Exterior ,
ide f % noshed ,. counter hei
provi 1 1 ght , 017 * above
Flood Third Coat, Alk2yd $emi " Gloss Enamel , LI I I I I
If
finish . flooreff 1 1 2 1 1 1 1 1
- Sheet Number
Exterior ,
11402 INSTALLATION
2o European box styIJ6 ,: with full flush overlay doors ,
Cie See Section, 07900 for sealants ,
land drawer " fronts with a ed panel doors ,
I Ire is
Be Zinc Coated Metalf ( Galvanized ) , f I I
11 4 1 1
As Comply with manufacturer ' s instructions and
3 . Melamine . interiors
I
VRT 3 EXECUTION First, Coat , Galvanized Iron Primer ,
recommendations for seas locations and direction of
44 Blue edroPe' nges , and standard hi'rdwari
Second Coat an typelI' hi I
Latex Semi4loss Enamel , , I
I
n and .
carpet ; maintain uniformity of carpet directio
as selected bYtOwn Is m .
A
PRE ARVION Exterior ,
or . r - 1
lay , of pile At . doo' rss center ' seams under doors , do
I Thl 59 Coordinate, fa ,s requireld '. f I . counte ' topt: n If
rd Coat ,: I Latex $ealwGloss Enamel , I I I I
tas , sp
6cifie'd , below
It inate I I I
rnot Place . seams in . tratfic direction at doorways , 4 e' lam
Ext riore
2 . Design of plumbing installation shall include the
PART 2 MATERIALS .A ` • •
following : • ..
2 . 02 COUNTERTOPS , BACKSPLASHES , ETC , a . All waste plumbing to be in cast iron pipe . � .
A . House shall be wired as required and as shown on the . •
be All supply plumbing to be in copper piping .
drawings , Verify service adequate for proposed `and
A , Coordinate for installation of all countertoas and ., c . Plastic piping wiii. be accepted for vent piping
future needs , Provide and install single panel , EDWARD Me -
backsplashes as Shawn on the drawings . only .
Aluminum wire SHALL NOT BE ACCEPTABLE under any V"ATH 0EY , No 0 1 . .
1 . Kitchen countertop to be plastic laminate as ^condit ions ,
specified in Section 06600 of these PART 2 - MATERIALS • • • . • .
-
specifications .
8 . Lighting shall be per the plans . All switches and
29 Powder Bath top to be plastic laminate as As Pluibing Fixtures and fittings : New fixtures shall be
dimmers shall be aDecorap type with dimmers in
selected by Owner , as follow . All fixtures to be white unless noted
3 , Master Bath top to be plastic laminate as otherwise , locations. as Shawn on the Dr6winQs . Cover plates
selected by Owner . 1 . Kitchen : shall be ivory plastic type . Provide special t.^
4 , Tops and splashes at other bath vanities shall be a . Kitchen Sink : Stainless . double 18 gunge . 38 ' function cover plates to match as required .
Plastic laminate as selected by Owner . Front x 22 % Single lever operation . Provide and
New electric baseboard to match existing • existing
edge to be oak bulinose , install the following sink accessories : to be reused where possible ,
1 ) Soap dispenser .
PARI 3 - EXECUTION b . Kitchen Faucet : Grohe ' Europlus ° 33 . 867 . D , Cable TV shall be ' home - run ' from main panel to each
ce, Disposal . outlet .
3 . 01 'INSTALLATION d . Instant Hot .
E . Phone service and wiring shall be capable of
A , General .# Install in accordance with manufacturer ' s 3 . Bathrooms 2 and 4 - ( 3 similar with Kohler Mendota
Providing no less than two ( 2 ) ' separate phone lines .
recommendations . Set casework level and secure to tub } :
floors and walls . Provide connecting and attaching a . Lavatory sink : Kohler ° Farmington" K - 2905 .
F , Smoke detectors shall be hard - wired type with batter
devices , closures , and trim as required . Install be Lavatory faucet : Broadway Collection , backup ,
underlayment as may be required for all countertops . Edwardian Suite , model 26 . 10103 , finish US6260
Install countertops level and true and according to c . Toilet : IFO model 3140 with seat . White or : ART 3 • EXECUTION
industry standards , brushed chrome trim , Available from McMillan . .
Sales USA .
__ . . . .. ,. , .,. .. _ �. . 01 DESIGN
do Bathtub Keep existing .
_.�
e . Tub faucet / diverter : Broadway Collection , A . Design electrical service adequate for the design
Edwardian Suite , model 26 , 11658 , finish US626 .
DIVISION -15w MECHANICAL ANQ PLUMBING untended and allow for future increase in service
4 . Powder Bath : demands ,
a . Lavatory sink : Kohler ' Farmington * K - 2905.
PART 1 GENERAL be Lavatory faucets Broadway Collection , B . Prior to proceeding with installation of the work of
Edwardian quite , model 26 . 10103 , finish US626 , this Section , submit design drawings and
IsOl SUMMARY c . Toilet IFO model 3190 with seat , White or
specifications to the Architect for approval .
brushed chrome trim , Available from McMillan 1 . Fully describe the materials and methods propose
A . Provide complete design , secure all necessary permits Sales USA . to be used ,
and approvals , and provide a complete mechanical 5 , Master Bath : 2 , Show on the data that the design has been
system for the areas shown an the Drawings , a . Lavatory sinks : Kohler ' Farmington * K - 2905 . approved by all governmental agencies having
operating , tested , and approved , b . Lavatory faucets : Broadway Collection , jurisdiction ,
Edwardian Suite , model 26 , 10¢ 103 , finish US626 ,
Be Related work : c . Toilet & Kohler ' Highline ° K • 3527EB with K - 4652 x , 02 INSTALLATION
1 . Documents affecting the work of this Section seat , All trim to be brushed chrome , Lever
include , but are not necessarily limited to , handle to be Broadway Collection , Edwardian A . Notify architect for review at rough • in and before
General Conditions , Supplementary Conditions , and Suite , model 10 . 10198 with ; in' sh US626 , wiring begins , During walk through at this time ,
sections in Division 1 of this manual . d . Spa Tub : Porcher Madison , with Porcher fittings Architect reserves the right to make minor changes to
2 , To include all permits , sales taxes , and freight trim kit in brushed chrome finish , Also locations of electrical system components at no
to job site . provide K - 1179 vinyl bead as required , additional cast to the Owner .
e . Tub faucet : Broadway Collection , Edwardian
D * 02 QUALITY ASSURANCE Suite , , model 26 .11663 , finish U5626 . P3 COMPLETION
f . Shower valve : Broadway Collection , Edwardian
A , Use adequate numbers of skilled craftsmen thoroughly Suite , model 26 , 11658 , finish US626 . Modify -as A . Frovide all personnel and equipment , pay all fees
familiar with the specified materials , methods , and required for shower only installation ,
necessary , fully and completely test and adjust all
requirements needed for proper performance of the
work of this Section , and . secure necessary approvals
work of this Section .
from governmental agencies having jurisdiction ; all
p
at no additional cost to the Owner .
Be Except as may otherwise be called for on the Drawings
or in this Section , provide only such materials and
. ' . . � I � IS �,QN 1.�,b; ELECTRICAL
I
as are required to comply with pertinent
requirements of the governmental agencies having
jurisdiction . _
SECTION 16400 ELECTRICAL
: 03 DESIGN PART 1 - GENERAL
A . MECHANICAL : L Ol SUMMARY
1 ,
Mechanical ventilation to code for Proper
installation and operation of bathroom exhaust
A . Provide complete design , secure all necessary permits
fans , range hoods , cooking appliances , etc ,
. . . Ducted exhaust shall vent to outside in all anc approvals , and provide a complete electrical
system for the areas shown on the Drawings , .
Cases . operating , tested , and approved ,
2 . Provide and install humidifiers as follow .
a . ( 1 ) unit per floor . _. Be Related work ;
b , Locate to Provide best humidity i . Documents affecting the work of this Section
distribution , Coordinate with Architect far inelude , -
Cop= M
but are not necessarily limited to , gg
Arn Architects,oldlGwathmey/Pratt P.C.
installation locations . All Rights Reserved
General Conditions , Supplementary Conditions , and
c , Provide ductwork with ( 1 90 degree elbow This document, andtheideas
sections in Division 1 of this manual , This do ument, anothed
( min ) for noise attenuation , herein, as designs instrumental
2 . Include , Permits , temporary power , conduit for
professional service, is the
d . Coordinate With , plumbing subcontractor as , propeA
of AmolP GwathmeyP
Phone and Cable television , smoke detection , doer n; sects, P.C. and is
required for proper installation and not to be used. inwnoleos
chimes , and work as shown on the Drawings .
Part, without the written
operation , authorization of Robert t .
3 : Provide as - built drawings and operation manuals
for all systems . Arnold, Edward M. Gwathmey
.
Jr, or Henry Pratt.
C . Drawings to be guideline , work must be in comaiiance
DESIGN
with all applicable codes .
B
I . Prior to proceeding with installation of the work
V Date
1402 AUALITY ASSURANCE APPP
Of this Secti• on , submit design drawings and Revised:
specifications to the Architect for approval . Also
A . Use adequate numbers of skilled craftsmen thoroughly G}
- necessary far Town of Vail permit is layout drawing .. - ' - VA I L
for mechanical equipment room .
familiar with the specified ' materfals methods , and TOWN
a . Fully describe the materials and methods
requirements needed for proper performance of the
proposed to be used .
work of this Section :
t . _ j �T4_
Include catalog cuts of aiumbing and mechanical
..........
_.....
_-,_.__. _.._.__.� _ _
fixtures , trim and equipment .
Be Except ' as may otherwise be called for on the Drawings
c , Show on the data that the design has been
or , in 'this ' Section , Provide only such materials and
methods as are require to comply , with pertinent
Sheet Nt nber
. - approved by all governmental agencies having � : . , , _ ; _ .
Jurisdiction , requiresents of the governmental agencies having 11 Jurisdiction . .
6;w
-
4
-..:
Alt
9
A • •
R
•
5 '-6 " 5 '- 6 „
I 1 t 1 I 1 t 1
I I
I I
I I
I I
L _ __ _ _ _ _ _ - - _ I I I - - - - - - - - - - - - - - - - - - I I � .— _ ® — .....
I I I I I I I
I I I
I I t l I t I 4 " SLAB— ON— GRADE I I I
I ' ON 4" GRAVEL BASE
I I I I I I I I " -----
I
t I I I 116 " 8 /, i
i
EPDXY DOWEL (4)-15 NEW FOUNDATION WALL EPDXY DOWEL (4) — 5
f6" EMBEDMENT IN EXISTING 6 " EMBEDMENT IN (STING �--
WALL AND 2 '- 0 " IN NEW WALL I I
WALL AND 2 — 0 " IN NEW WALL) .
I f I
NOTES:
1 . FOOTING, WALL, AND SLAB ELEVATIONS SHALL MATCH EXISTING.
FOUI Fo) ATla1 & 1ST FL. 00izz
F FZ A r****l 11% C FLAN
COL. ABOVE (EXISTING COL. ABOVE (EXISTING)
CUT EXISTING BEAM / ✓ 4 � CUT EXISTING BEAM
R EXISTING BEAM NEW BEAM W12 X 8 I R NEW BEAM W12 X 58 (8243 '-5
f I I I q12 X 27 (8242'- 7 1/2 '9 119....31 ) 3RD LEVEL
W10 X 21 / I i / I ' B. 0. CEILING = 8232 '- 2 " EXW 0 X BEAM
\ \
/ � � , � Iii � R x
S3 V
g >c
CUT W12X27 k
In � � k
JoI I
F VA I L
T 0 W "'A\4
~ 1 I I � 1 � � I
SIM
l i
`Z O. SLAB = 8234 '_ 2 ,/
(8232 '- 1 1 1/2 ") Amoyld/Gwathmey/Pratt
I I I 2ND LEVEL A,I Rights Reserved
Architects, P.C.
W12 X 2 ? W12 X 96 R W12 X 27 ®� llnn ® ri®
/ / W 12 X 50 / ®®®` ®t and designs incorporated
as
\ / NEW BEAM I I \ ! NEW BEAM \ ®®®, , DONALD /� ®o® iess;onai instrument s e
,0•• ® STFRFoQ 6. 4P
®ate property of Amold/Gwathmeyl
I I . 3 ! Q 6 `� ® Pratt Architem P.C. and is
m not to be used, in whole or in
I I k O Q S3 tcy o part, without the written
..! I N o o b authorization of Robert L.
Amold, Edward M. Gwathmey
tc! i I k lon Q �} o b Jr. or Henry Pratt.
Uzi .96
G1 A
U �.
I I `� III t ► t ► ► ~ ' ®'°°°�;;o C a*` Date ° Z04 • I
E`- I I z IR111
r. 0. scaB 8224 '- 6r' 1ST LEVEL Revised.
I I II
I
EL.. EVATION OF A M I N C
Sheet Number
u
AT FZ1I
A02
4
t ..
Ell
A • •
� s
9 '- 4" 9 '- 4" 3 '- 10 " 5 '- 6" 5 '- 6 " 3 '- 10 " 9 '- 4 „ 90- 4 „
C
CUT W12X2s
W6 X 20 t DOWN t t W6 X 20 , W6 X 15. 5 ,
UP ONLY ONLY UP ONLY EXIS77NG
(8242 '- 7 1/2 ")
(8243 '-5 ") MS77NG '
(8243 '-5 ")
- W12X58 W12X29 W12X58
too W)
NEW BEAM t t t NEW BEAM 11
NEW E'X/SANG F t Y N
TS. 4 X 4 K 1/2 YN R4�(,//MG DOWN N N
DOWN ONLY , N .� , ONLY , ^ N , ,T. S. 4 X 4 X 1/2 " .
N 1 COLUMN DOWN ONLY '
BAR
BAR JOIST FRAMING
JOIST FRAMING
t
1 t
W8 X 10
W8 X 10 NEW W8 X 10
NEW „ ('8243 '-5 ") 8 43 #.5 "
(8243 5 ) , ( 2 )
rTo So 4 X 4 X 1/4 t T, S. 4 X 4 X 114
NEW I I I NEW
NOTES: Q Q A A
1 . 13 INDICATES COLUMN DOWN U. N. O.
2. INDICATES COLUMN UP AND DOWN UNLESS COLUMN SITS ON 114 "
CONC. FOUND. WALL.
30 ( ) INDICATES TOP OF BEAM ELEVATION. — — — —
4. REFER TO ORIGINAL STRUCTURAL PLANS FOR GRID LINES
AND DIMENSIONS AND VERIFY ALL OF THEM IN THE FIELD.
7
5. FOR SUPPORT OF EXIS77NG BAR JOISTS OR BEAMS CONSULT STRUCTURAL EXISTING
ENGINEER AND ARCHITECT AFTER STRUCTRAE IS EXPOSED. NEW FLOOR
W8X 10 JOIST
(2) — L2. 5X2X 114 r —
- - ,
EACH JOIST WELD TO I
TOP CHORD
— "o,", I
r
I �
I
NEW STAIR n
OPENING I 4
9 .- 4 „ 9 '- 4 " 3 '- 10 ' 5 ' - 6 " I 5 '- 6 " 3 '- 10" 0 9 '- 4 " 9 ' - 4
I
f . 4 F ^e
_ W8 X 10 ,
W NEW W f �
TOWN
VAIL
^
EXISTING COLUMN
To So 4 X 4 3/8 -- , , EXIS77NG COLUMN
REMOVE x UP ONLY I DOWN ONLY
N
(8232 '- 11 1/2 „) 3 ' (8232 '- 11 112 ") (8232 '-- 11 1/2 ")
W12X2 ) W12X96 W12X50 W12X27 W12X27
- too EXISTING EXISTING " t ` - t NEW t { EXISTING EXISTING ' - A , Apr
_ . S. 4 4 BEAM ^ Architects,PC. eylPratt
Y to NEW DOWN ONLY ' All Rights Reserved
QI
Too, I N This document, and the ideas
N ^ N and designs incorporated
herein, as an instrument of
EXIS77NG BAR 12K3 ® 2 '-5 1/2 " MS77NG BAR — professional o o�wathe
JOIST FRAMING t t t { JOIST FRAMING ' `j Pratt Architects, P.C . and is
Oa`t l l i l t ► t►®t not to be used, in whole or in
®® ��*� .� part, without the written
®♦ p o ® e m a e w � �i authorization of Robert L.
♦ ®�`v ®a S� E�E490 Amold, Edward M. Gwathmey
®Q m o N, Jr, or Henry Pratt.
1 1 1 1 1 1 ® ®®
Vol a °
W8X1O W8 X 10 W8X10 e
NEW NEW ' „ NEW ', ,,�Q®FMS ���� ®� D8t @ - : ' `
(8233 — 9 ) (8233 —9 ) (8233 —9 ) /® I . ® � NAL 0 `�?
a �3 e . ,
t t { t { t ► t ®°', (;j ° � e4 ° ®d®a® Revised.
T. S. 4 X 4 X 1/4 ' T. S. 4 X 4 X 1/4 ®!,{4i{ 'a •®``
I I ( I �► sow , I (:::> - �
2NL) F Loon 00 Ff;ZA ' N � FLOPAN
1/4" =- ' '_ 0 " Sheet Number
f
i
-- T. S. 4" X 4 " X 114" W/
314 " X 5 " X 6 " BASE
PLATE
E X I S T I N G B A R J O I S T S PLA o i l . . - • . . .
BEYOND—REINFORCE 2 112 " CONC. SLAB ON
TO ALLOW FOR TOP ON METAL DECK EXISTING CONC. SLAB LE
CHORD BEARING METAL DECK; CUT HOLE
EXISTING BAR JOIST FOR NEW COLUMN ,
fIIIIIIIIIIt ado
.� 07 as rr 0� a Pon i MI M� * amp Monk . T T •�" �� MW '••.
N
f I
JL JL (8242'-- 7 112 ")
NEW STEEL BEAM I
W12X45W/ f
3141" X 8 "" X 121" 3/8 " STIFFENER
j f W 12 X 96 STEEL
STEEL BEARING
PLATE f EACH SIDE (NEW) BEAM (NEW)
j EXISTING W12 X 27 STEEL BEAM
3/8 " END PLATE f (CUT OFF BEAM AT NEW COLUMN) I T. S. 41" X 41' X 318 " W/ • �'•"•,
WELD TO STEEL BEAM W 12 X 27 STEEL f 314 " X 5 " X 6" BASE
BEAM (EXISTING)
I T. S. 4 X 4 X 318 " COLUMN W/ I PLATE
I 112 " X 6 " X 6 " TOP PLATE
IS E ( / T ICON 4 SE ( TION 1 ,
314 1 � o 314 1
BAR JOISTS 2 1/2 " CONC. SLAB •
RE: PLAN > x ON METAL DECK
W 12 X 45 (NEW)
8233 '- 9 '" °
EXISTING W6 X 20 ' f
COLUMN
I I 2 1/2 " CONCRTETE SLAB ON
W1 0 X 21 STEEL _._ 318 " X 8 " X 6 " STEEL PLATE I j METAL DECK
k* BEAM (EXISTING) 4 „
If
T.S. 4 X 4 X 114 ,�. _. " .� � _
W/ 112 " X 5 „ X 6„ -
TOP PLATE AND BEAM °
SEAT a
z,
X
I 1
W12 X 45 (NEW)
318 " X 8 "' X 6" STEEL PLATE
`r
NEW W12 X 45
318 " STEEL PLATE BEAM STEEL BEAM
SEAT W/(2) - 114 " STIFF PL. ° 318 " STIFFENER PLATE
Nit
EACH SIDE
7. S. 4 X 4 X 114 " W/ `, ° A W p s ,
1/2 " X5 " X6 " TOP PL. I
SECTION X � X 3/4 "" = 1 '- ® .•`���' ,sr ' �®•�
JOI s
All 0
314 1 BYftftw� 11001 20 /441�cv L���IIIIII�,DAT ljr)
e�t^s O 0 k
fAL
! 1111
EXISTING 2 112 " CONC.
SLAB ON METAL DECK ' CUT EXISTING
I I W6 X 20 COLUMN AT �n°a�s P.0 eylPran '
I I FLOOR AND CAP au Rights Reserved
I I This document, and the ideas
and designs incorporated
EXISTING BAR JOIST
I I Herein , as an instrument of
I f I professional service, is the
property of Arnotd!Gwathmeyl
Pratt Architects, P.C. and is
8234 '- 2 "" not to be used, in whole or in
part, without the written
Am +:. �.. i�..r � !� �:. ... I f ..�s ' +p . ... .r .mod ,— ..� %WAM 00 _ authorization
at L.
Edward Robert at
Arnold,
N Jr. or Henry Pratt.
f
f f 8232 '- 11 112 " Date
I I Revised:
I' 1
++�+q Z E
II
NEW W12 X 79
W12 X 27 I° I STEEL BEAM
STEEL BEAM
3/8 "' SIDE PLATE EACH SIDE—
WELD TO COLUMN AND S7EEL
BEAM W/ 6 " OF VERT. 1/4 `"
S E ( /' TION WELD EACH SIDE EACH PLATE Sheen Number
314" = 1 '- 0
IS: I
13 , 1
1
Arnold
Gwathmey
Pratt
Architects, p.c .
i i i i i • # ! • ! , 1000 S. Frontage Road West
' i • Vail , Colorado 81657
r . ! ! i 1 •
Tel : (303) 476 - 1147
• • 1r • i i ' i • , ► Fax : (303) 476 - 1612
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