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STAIRS TO
REMAIN
MAIN LEVEL
10 '-0"
LOWER LEVEL�
91'-0" I
12
12 �
PROPOSED DECK
NOTE: ALL NEVIV WINDOWS
TO HAVE A 0.3� MINIMUM
U-FACTOR RA ING.
EGRESS UNIT
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16'-6" LOWER LEVEL ADDITION
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PROPOSED
SOUTH ELEVATION
12
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DECK
EXISTING SKYLIGHT
TO REMAIN
PROPOSED
DORMER ADDITION
PROPOSED G�JARDRAIL
DETAIL TO MATCH EXISTING
PER CURRENT CODE.
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1/4" = 1'-0"
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ARCHITECTURAL SPECIFICATIONS
1. ALL CANSTRUCTION TO COMPLY WRH THE 20091NTERNATIONAL BUILDING CODE, �
2009 INTERNATIONAL RESIDENTIAL CODE, 2009 INTERNATIONAL FIRE CADE, 2009
INTERNATIONAL MECHANICAL CODE, 2009 INTERNATIONNL PLUMBING CADE, 2009
INTERNATIONAL FUEL GAS CODE, 2009 INiERNATIONAL ENERGY CANSERVATION
CODE, 2009 WTERNATIONAL PERFORMANCE CODE, 2008 NATIONAL ELECTRIC �:y
CODE AND THE 1997 EDRION OF THE UNIFORM CODE FOR THE ABATEMENT OF � - �
�ANGEROUS BUILDINGS AS ADOPTED BY iHE TOWN OF VAIL BUILDING
DEPARTMENT.
2. SEE STRUCTURAL ORAWINGS AS PREPARED BV THE MJ MUELLER CO. INC.
FOR ALL STRUCTURAL MEMBER SIZES, DETAILS AND SPECIFICATIONS.
3. THE OWNER AS DESIGNER IS RESPONSIBLE FOR ALL DUTIES AND OBLIGATIONS AS
OUTLINED IN AIA DOCUMENT 9701 (STANDARD FORM OF AGREEMENT BEfWEEN OWNER
AND ARCHITECT) IN ADDRIDN TO ALL TOWN OF VAIL DESIGN REVIEW REQUIREMENTS.
q, THE CONTRACTOR IS RESPONSIBLE FOR ALL DUTIES AND RESPONSIBILITIES AS
OUTLINED IN AIA DOCUMENT A105 (STANDARD FORM OF AGREEMENT BETWEEN
OWNER ANO CANTRACTOR) AND AIA DOCl1MENT A201 (GENERAL CONDRIONS OF
THE CONTRACT FOR CONSTRUCTION).
5. OWNER TO COORDINATE WITH CONTRACTOR GUARD RAIILS AND HAND RPJLS
AS REQUIRED PER THE TOWN OF VAIL BUILDING DEPARTMENT.
6. OWNER TO COORDINATE W ITH CONTRACTOR PROPER SITE DRAINAGE AND
DRAINAGE SWALES AS RE�UIRED TO PROTECT PROPOSED STRUCTURE.
7. OWNER TO COORDINATE WITH CONTRACTORALL IXfERIORAND INTERIOR
FINISHES AND DETAILS, ROOFING MATERULL, WATERPROOFING DETAILS, PENEfR4TIONS,
MECW+NICAL, ELECTRICAL AND PLUMBING REQUIREMENTS NOT SHOWN ON THESE
DRAWINGS.
8. VERIFY EXISTING DIMENSIONS IN FIELD, NOTIFY OWNER AND DRAFfSMAN OF DISCREPENCIES.
AREhS OF CONRICT MUST BE RESOLVED BEFORE RESUMING WORK IN THOSE AREAS.
9. PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CANCRETE UNLESS NOTED
orriertwise.
10. ALL MECHANICAL, PLUMBING /WD ELECTRICAL DRAWINGS TO BE CAOROINATED WITH
LICENSED AND INSURED SU6CONTRACTORS IN ACC'ARDANCE WITFi THE ABOVE
REFERENCED CODES AS REQUIRED.
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CONNECT NEW FOUNDATION
TO EXISTING FNDN. w/ # 5
DOWELS x 3'-0" @ 16" o.c. —�
DRILLED 6" INTO EXISTING AND
GROUTED w/ NON-SHRINK
EPDXY (2 LOCATIONS TYPICAL)
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WALL LEGEND
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- TO BE ADDED
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Y WALLS TO REMAIN
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— — — WALLS TO BE REMOVED
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28'-0„
~ �TOP OF EXISTING SLAB
- 91'-0"
I TOP OF PAVERS
8"• I 15'-2" I .P I 90'-11" 11����
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I'' I SLAB- I I 91'-0" � I SLOPE
4" CONCRETE SLAB-ON-GRADE E 1/4" PER FOOT �
���� REINFORCED w/ WWF 6x6/10x10 I I S5
TOF CENTERED w/ 4" GRAVEL J�e L
90,�„ BENEATH AND 1/2" EXPANSION I I I _ � �'
MATERIAL AROUND PERIMETER
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S�j BARS EACH WAY � J 87�_p�� i I I �
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co ° $." . -I� � � +. e 8" . -�-
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FOU N DATI ON PLAN
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STRUCTURAL SPECIFICATIONS
f 7 F�eSUrtda3i�rt dssi;n L�sed :�piv�'•OE�en�tean nf E�t -:zi�af'rnn f,�b � 31 t Y�riA a�
prn�ar��1 bp k3w �r�L1'f�C�i daird Jui} :5. 2Q f 1 ln,ss:�ifatscn �f �rim�te� ���ins
�rzni sise ir: i�afiion tn rna};�me wiih sc�ils eeF±or:. t"reld e�� dr:�in� 6eii�ic^ ha��Eiii;nL.
±or:
rili £a1�ticf�s a� to l+ear u�crn natural undiciurbe�i sc�'sI aa ap�wtt! h} ihz scsals en-
greiece,
2; �li rt�w fiaundatic�n suet:�d perimatetofs:�ucmre shnll havesssinxnum irnst �nr
u-et� n1 �$" ra �:tu»u c�f fcse,u�� Ati fcx�nua.�u�e uatts and e-cek�nnn� t� be crit-
f�re� c�n �n:�°rcir �a�t�n�s ta�tks< s}ur�n csiher�.ax t>n p1�ns.
3} �7t :sr'oi ia �slser:ati�rrie rnast h� rztula wifF Per1i»nd eemcnx �ir6 atrmu mini-
mum sxxn�ressivs stmngth af 3UtH7 psz qs"trr ?$ da�-s. t3tsi�n fia�Nd upcm St'li.p-
!'Vii �`Ci33C Ki-C3�'�RI=h#F3s1S �t7ii RE1'�(�t?Rt EF� i�T"�� R�1'f; ( 1C 1� ISI,
t9�) Cnncren. pisce�nczrot I, u+nform �c1tlt C onstnuxk n k �usr�rnc�nt� as dr»
iinc�F ir� At'T 38 h!1 wxprzs� z�f� , zjf �c�ncrntr 4ha11 i�tie �hatit4e r C c�n
cmte work Slu�l3 mat h:ttr:u7;� he?riz�st�i cx�lci jot�its unies,� st�:horizcd h, Ehe en�i-
neee. C`seld �cx�rdi�a�e ait t�er#s'uti r.xtd,jointa wi2h strtae�nr:s! an�iac�r> t�,ee cun-
i'rr�uatt vMri�al �tiaio'r sto�a a; atl cutd 1�inca.
� j Rcui#or �fng �3�ct zs �ST�+� Gnuie �t0 heie�farc€sn�rtt �+aecnz.��k �E�a1P cvnfert� tc3
�3Al�t r1i_CJF 5fA':���Ri3YiiAC1IC� '2Up1 asgrcp:er�.+ta}�i'ft51. Ail 1a�7
s�+lia� rc� ha mins3asua� +b ta.r diurn�i��r�, a!t ht+rizonzat reinfercen�rnt scr tx con-
t3nucus ar�unJ w:c>�rFets and m! u'a!1 inscrsea:tit�xt3. Minemum reinli>rcement prcrte�-
�ic�n-
conc7rtt n�?ureci a�:2inst �:uYh •"`
t+it�retr �narcd is� fom�s '".
i.�tK7ctc 510bx l�
5 j �li I��r���ar shaC1 i,� C3c�ue Fir �2 S4i �: Eu.�[tu ali xr�lmgrixe� izrmher siMC+iF ts�
tiem t es <� 5a5 ffi �efter (atl lumirer �r�thin 1 S �f fi�isi3 grade ar iii coniaut �rtRl�
c.nncrete must i�c w�Smaiii:cad). Al1 Eimfters asc ika�a-Pir A`I or Scirer. t'raoitEe
�uli�i biekkins; at 8'-�" on �enter irE at! �is�8rat:nu. At1 cc�lumns tc; bG c:usntinu�xk5
bznt`�s� to taun:lation. t4 tnduti4 cak�mns �pixifies! srn �rlstis are trir.tsez�rs g+rox=e��
��nr n�ng .tud fnr ��4ni�t� t� b'-ti ar�d � kin� sta�� irrr �p�nings nver G tY'.
ti} Suus2ura3 steci s��tt E� 4'�T'�t :t�G er bencr �snd t�otc� st��ll be ��{t E or benrr.
Ail s�tn�ciueai �tee1 ir ic, iae dezailec3, fahrieac��i. pn�nssd :ixxd ercc�ed in s�ccortiatrcg
uitti �ISC ,�`,1FEf. C'C}\5°t`RtCT"i4"+i �i!L'WU:�E,.:U(35 ttod f'bUE? U�= 57"A'�-
UARi) t'R:�CTlC'!�. �ii Tnshc�lC it edee -incht�rs arx3 zF±::.cy .uech�zs tt+ i+c ir:-
stalieci acca.ding ta;n�nufai,-tur^,r's s�x:c`sfriati�ns un� cfeiails.
'#) Z��msatams (2.Gf k an: ?u manufuiured b, S+1T.1E t;,1S£: �f)E � C>f2Pi7R:1i'It3*:;
sre sha}r Craa irt�;s a»d �anuf'r�cturers 3��crdard t#etaii�. �91 �uitt•up L'ersvia�n
branss mact hQ �,{uad wUh Pt,�kt3Gt an$ nailed �ritfi 3 mws e�i t{sd sYif;ea m 9" c7c.
.-1If s73nnuzir5lo k+e ei+•iCa�ctt 0ttd 5}�prr�c�cil 6y thc cai�inc�r.
81 5heuli Ikx�n with �;�'. T€ind G p)yucud v:ieh ntinimum sn.�n razin� i�f'3t}r_(i ar
ts�ittr and �ln�e �sizE� E'I��fK). 'ti�i� �ly�rncK? azth IJd v; {i c�: tc� a#1 jt>isis, tield
Li3U3t17nHic�f<ctxti ttpitCn
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bzit°r �,a�i .�irh ii�i a'� (�c u� ali cfu�+�
! t39 Live iaadi u_uxl %r 3est�:+�-
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t i 3 r5ft tinnstrwtie,n nsust w ynpi} µith thc ?(N%41sjt<rtaatiz*ntti fLui3diirc± C�dc ss
sctopied �} ile�'F4+�n ttT Vaii Nuildan� [3 ,�rim�t�F anxl iAe "Cieneeat Ct�ad'at;��tzs �f
t4�e ��ntract isr CixLCiruat3orr" i AI.�# Dc3cvment i�� f 3. A}i constru�tion ms�si t�
�nnpleied �;tti[n ttie ta3er,uaces dcseribed i¢r tha'^itetiismtiaf C'<7nstructinn i?er-
ftrrrnanc:d G�sicittini3" a� prepared by ihe ;ti;t7 tL1?�:'i[. ;tSSCiCi:tTtliti OF'
}it3'1E �5t; i1,iiEiZS.
i W t ('rartarucc �vaTi � iuilf.a+�s-
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lrot4riar-tix�4 �, Ih' u�.. unin;s n�+t�d �}therw�st.
i31A1? 9searras. jaist�, anci rsf[ers are ta bcxr up+�n r+eE#s tsr tKar.�., c.r!>e hun� Ft�ith
S['�9F'SC�`: Stra,n� 'l i: h:v�scrc x�r ap�rn?+�`e ei�u�i�,
[�51:�1i �truetural mens�+�rs ar�+F�c�v.n ir, t6eir final �zsititsns p:n�rEe h�x�3 ��td sup-
nf�r#wtt: rSt�r`rng cc�rt?strs4tina it naat be nGM,:eassn ti. ten��mrari)ti ita�jm pnrficwn4 �f
thc •tructur,, wht{c; �3ttt�r pcsrtie+ns are bcirsg �cinsttuc�te�3. ('�nta�t t�se en�.inesr fi�r
a.a��u�u�fiz�r, a� required.
3?)C;caicr.iE Contractc*r "ss re�ponst'%ie %�rs}t n:m-�pcx:i#ic�` ci�nnectie�ts. a3ntatt etr�i-
n�r ivr detaif+ as :ec�uired. i"� r�t�inccr ix ta �+����*wr ai} stnkctGrat :ubstitutiena,
I6}Qenerat Ct�ntractc+r is to e�+r�fin�ti� at"t diaphr.rgm {s:nrtranafts {�.e., thimney«s.
ptun=.bih., x-��e:'s, rsc.3 t3imug!x 3irwrr< �alla, ccwft asfd f�un��ti�n �v:tfts with ap.
gr�}�riate 4uiru+nzr�c'ti�rs. Ciet3erat C`o3tlra�tor ia resptutsibie !nr ihc me=�rns. mcth-
�rds, t�hn.que<. u:qtt�:�ces, �+rn,.^��ur.�s. tr'orlsmatzship. 4zsxsiattat szhrclaEin� and
jof�-,i[e ssC�s; acsc=s:i3€ed w�irt this i scrirct. 73�e t;esier�t {°c3�trsctar i, ro ventv alE
aimensic�:as ar�:1 ri�•atic�ns sj°iih tlae a:hilectu�ai dr��kin�. '�u,Kifi� v^nAincar c�f'ai3
a}rct}iets anci s,missinn_ bcts+�rn v arituas e{emcants ��fthc ui3rking �3n�wfns;s a+sd
the zaisti�ag cx,nd`ctin:ts prior cv �c�mn�znein�, uith that p��rtio�3 ofche pruject.
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di.�p�sni a€�a�stx�� m�Yenat� (i.�., ast�stx�. eYC 3�s see�c9md Ny �ck.
!?;# A31 �nsteriah c.r�cesi +� sti€�rinr artci ur mc�i>ce�ri umdif'sans shaii he trextou far
[Teese c�n•J'rtrony t: �. e�em�u-� treaazea . s�i:���g �+anitin�� dart�pr,� ,#ing. m�n3-
brants. 41t�,hing e[.,1 as ms�uir�ii �r} cc+d°. Al� �teaEC�rial; to he treaied c�r pri�iected
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