HomeMy WebLinkAboutB12-0484 Revised plans approvedSTAIRS TO
REMAIN
MAIN LEVEL
10�'-0"
I ~
I
LOWER LEVEL�
91'-0" I
NOTE: ALL NEW WIN
TO HAVE A (�.35 MINI
U-FACTOR f�ATING.
EGRESS
�CV 1
�
CM (
PROPOSED
16'-6" LOWER LEVEL
12
12 I —
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fV
PROPOSED I
STAI RS I
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--� — — 1� —
� � EXdSTING
12
� 12
EXISTING SKYLIGHT
TO REMAIN
PROPOSED
DORMEFt ADDITION
DET�iL TO MATCH EXISTING
PER CWRRENT CODE.
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ARCHITECTURAL SPECIFICATIONS
1. ALL CONSTRUCTION TO COMP�V W� THE 2009 INTERNNTIONAL BUIL�ING CODE,
2�9 INTERNATIONAL RESIDENTIAL CODE, 2009 INTERNATIONAL FIRE CADE, 2009
INTERNATIONAL MECHANIGAL CODE, 2009 INTERNATIONAL PLUMBING CADE, 2009
INTERNATIONAL FUEL GAS CODE, 2009 INTERNATIONAL ENERGY CONSERVATION
CADE, 2b09 INTERW�TIONAL PERFORMANCE COOE, 2008 NATIONAL ELECTRIC
CODE AND THE �997 ED�TION OF THE UNIFORM CODE FOR THE ABATEMENT OF
DANGEROUS BUILDINGS AS ADOPTED BV THE TOWN OF VAIL BUILDING
�EPARTMENT.
Z OR ALL 5TRUCTURAL M M9ER 5 ZRES �AIBS AND SPECIFILCATI NS.I�
3. THE ONMER AS �ESIGNER IS RESPONSIBLE FOR ALL DUTIES AND OBLIGATIONS AS
AND IARCHITECT) ��DDR ON TO'ALLTOWN OP V LI�ESIGN REVIEW REQUI MEONTS. R
q, THE CONTRACTOR IS RESPONSIBLE FOR ALL DUTIES AND RESPONSIBILf1lE5 AS
OUTLINED IN AIA DOCUMENT A105 (STANDARD FORM OF AGREEMENT BETWEEN
OWNER AND CONTRACTOR) AND AIA DOCl1MENT A2�1 (GENERAL CONDfT10NS OF
THE CONTRACT FOR CONSTRUCTION).
5. O�NNER TO COORD�NATE WITH CONTRACTOR GUARD W IILS AND HAND RAILS
qS RE�UIRED PER THE TOWN OF VPJL BUILDING DEPARTMEM.
6. OWNER TO COORDINATE W ITH CONTRACTOR PROPER SITE DRAINAGE AND
DR4INAGE SWALES AS RE�UIRED TO PROTECT PRQPOSED STRUCTURE.
7. OW NER TO COORDINATE W ITH CONTRACTOR ALL EXTERIOR AND INTERIOR
FINISHES AN� DETAILS, ROOFING MATERIAL, N�P�TERPROOFING DEfNLS, PENETRATIONS,
MECHANICAL, ELECTRICAL ANO PLUMBING REQUIREMENTS NOT SHOWN ON THESE
DRAWINGS.
8� qREAS OF ICONFLICT^MUST BE RESOLVED BE ORE RESUMING ORK I� OSE AREAS.ENCIES.
g. PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CANCRETE UNLESS NOTED
on+eRwise.
10. ALLMECHANICAL,PLUMBINGlWDELECTAICALDRAWINGSTOBECAORDINAIEOWITH
LICENSED AND INSURED SUBCONTRACTORS IN ACCARDANCE WIT1i TME ABOVE
REFERENCEO CODES AS REQUIRFD.
PROPOSED
SITE WALLS
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SOUTH ELEVATION -
1 /4" = 1'-0"
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WALLS
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DORMER ADDITION
17'-0" LOWER LEVEL ADDITION BEYOND
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91'-0"
WEST ELEVATION
1 /4" = 1'-0"
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PROPOSED
DORMER ADDITION
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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
. . CONCRETE WALLS
TO BE ADDED
���- EXISTWG MASONRY
WALLS TO REMAIN
— — — EXISTING MASONRY
— — — WALLS TO BE REMOVED
28,-0"
�TOP OF EXISTING SLAB
- 91'-0"
I— — i — — — i—
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---_.
I I TOP OF PAVERS
' 8�' I 15'-2" ( �r I 90'-11" 11'-6��
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I i I TOW ���.
g�qg_ 91'-0" SLOPE
�,�, 4" CONCRETE SLA&ON-GRADE I I E 1/4" PER FOOT�
REINFORCED w/ WWF 6x6/10x10 I I S5
TOF CENTERED w/ 4" GRAVEL J:. L
90,�„ BENEATH AND 1/2" EXPANSION I I
. I MATERIAL AROUND PERIMETER _ � _ '�'�' �,,�,�--�� _ _ �'
� - I- ; -� - - -� �� j'�
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�� EDGE OF EXISTING
I DECK TO REMAIN
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j� _ 8 I
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C EXPANDED FOOTING � Q O� � p.,,/I O �� �,�., /
SrJ BARS EACH WAY _ #� L J $O �, //I I ~ � I � _� '
o I
I., I TOP OF SLAB ���\ ��" �' �/ I--I a O �� I� �
TOW � O � � • � ��
98'-10" � a � � 91'-0�� SIM � � � �°� � �� u� a � g° g^ 'f`
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STEP TOW /�STEP TOW gp,�., ,��1" �'�" ��
TOF� TOW 94'-4" � TOW 97'-10 3/8" �S STE `-� �
_ �_ _ OF� .J STEP � _ TOP OF P,r4VERS STEP
8" � � / TOW `! g" �
� e - - , . • '. . . 90'-11I��— I TOW
' + � $.' . . <, . � :. : , . . � ) . I a 8" . �;
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— -�— — _ � TOW
� � ��STEP � — � Tp � � �— � 94'-4"
OF � TOF 8,� 4-8 I8 STE �\88�-10 8„ � I
88'-10" , � '
`n TOF �r � � , $„_ ` � .a
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�' CONNECT NEW FNDN. TO �'�" • S6 � / � TLpw E p � STEP
EXISTING FNDN. w/ # 5 �� ` / � 1 TOW
� DOWELS @ 16" o.c. x 3'-0" /�/ / ��•- �1, n�; � STEP 4�„
DRILLED 6" INTO EXISTING �_ �� a. �,�� � � / "� � �-�TOW �
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AND GROUTED w/ TOF � �„ � V � f � �� o ��
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ATION PLAN �� �����
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NORTH
TOP OF PAVERS
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STAIRS- `��
6'-8" FINISH TO FIN
11 RISERS @ 7.27"
TREADS @ 10.25"
MAI N� E�EL �` RA1VI Il�l G P LAN
CONTRACTOR'S OPTION- � �4�� _ � �-Q��
IF TREX DECKING IS CHOSEN, TIGHTEN
JOIST AND STRINGER SPACING TO 12" o.c.
L;wn of '�ai!
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EDGE OF DECK
STAIRS- T—
2'-4" FINISH�O FIN
4 RISERS @ 7"
TREAQS @ 0.25"
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BASE PLATE 1/2" x� I
5" x 1'-0" w/ 2- 1/2" �
DIA. EPDXY �
ANCHORS W
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TS 4x4x1/4 PER a 0 �
PLAN y �
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BAS E P LAT E 1 �--� o� g o o,
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6- 3/4" DIA. x 8"
LAG BOLTS INTO
SOLID BLOCKING
2-LVL 1 3/4x91/8
LEDGER PER PLAN
DETAIL B
STRUCTURAL SPECIFICATIONS
7 9 ! c.urcdasia7n tk4i,n i:stud apc�n °CJhtien ati;,n 1 f i:E.a�slinri",1nts t: I I?C�A �:e
prepared ks} if#� C,E�'C� fiH �3ated 3ui} � 5. .xJ i!. I��SEatic��t ui' p�nmcie� d,�tns
ar� si#e irngaiic?n S€ c�n+.> m; �viilt sails rc}±ort, s"ield te>t drains 6efc�r< hacl�Eii1:��.
kli f�tzExc� ese sa l,esr n���a na�u+�ai unciihturf�tit sc�i! as ap�srrrv�d hy .he sz�iia en-
ginecr.
Z} �li n�v fovncSztion acew�d perimctcr afs:tv¢eure shat! hevr Fniniinum 4�est �n}
tect ��n �,S»8" to l+4iu�n3 nf fcH:�tiaxi,. Ati Caurdaa.in �catt; and ceelunen� t�� hr �:en-
tcre,i tm a�»�r:zr icx�tinr�s unlesc �.hfl+��n athcr��a;c �n �ian�.
3 i 11? ::�st in ��cc craz+crcte ��us, be m�ctiv wifii i�:±rtSand cea��nt �.3 attain miEti-
muat sxa��rariti�e 5frer��C6 c�fvtlt� psi afzes 3$ dq�•s. `ilesicta ba�cd upc�st lit_`!i D-
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tinc� is� :it.i �;8. .31t xp�rsc� zcfde; �ifc-imcratc sh�fil ixnt 5" chamitr. G'cn,_
crctz wnt4, shnli n�r faa+r :us,° ht,eFZ�ttsi c'srf� jvi�it:; unlrc.c �i�thoriud hy fne er�4i-
n4er, f ieltl ccx�rdisi�se �31 vectieat ��rlJ,joiz�ts wiih ztru�fur��i cnsiaeer, u;� c+�i�-V
tiauui�s �°ar��:al �vatt�rr �co� a: �i! euld ,1�Snr,.
� f RciEitar_in� teel 'zs A."�1''+# fiarncie �]. Reanirt�s.�ment pta°cnseut st�all c�sfo� t�
+�lti?'�LAL C}F 5`Pzt:�D_AKIS Pk�C1 tC`E, ?.�N11 as pce�sred b� GRS[. AYi i�p
ipiicr+ sr i5c minimun? �5 b:.r ditun�ters> atl hc+rz-rot�zat reinfc:teert�s�t tu ��±n-
t'tnin�us art�und rnnFer; and sst a a1i i�tttr;ectit*ns. Mzsasmum reiQfixe��tte�nt ¢r�tec�-
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llem-F�°�r ;�2 S�S or l�€t[er tail iarntter Yr-it�trs i%'" offi:�kslt r. radz� c�- i:� ea�tuct vE[fh
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statled xsc�rdin� ib =ssan¢fs,;#ur^r . s�ciiotatinrc aa�� de�as!s,
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ccutclin�te seres� c�ptiuri.
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kctopieil t*y thz'�q�sn c,f Vacl E3ur�din� t3i.;za�tment anti sAc"ti�rrrsai Canditi�s Gi
the C'antract %r � i�tuirucEiote i.AIA Dc,cum€nE :�'911. A�i construrtren muat k+e
a�roplet�� wirttz'in the ictl: rtu�ces dcsrribrd �� the "ttesidtntzai � ona2ructian #'er-
�'c�nanev Ciuitltiiac;" as tuei��td bti ik�e \ATtt)\r�L ,�iS5C7t"fA7i�,",: tiF
}i0�1[ Sl;ll.C3ER5.
i W 9(:'�nstru�a wali ass {uilnw>-
-�al�lFl;Y �C� �,� b„ 4'DC-,
-lnt�41` ti# �z? !n' ac. un'sa:K ncri�d c�titeswi:s�.
13� Ail �aroa ti�;sts, ana rs€tcrs �re to b� ar u���a u��;Is t�r Fuan�s„ nr bt hutte iuish
S[41P'�U`t strnn� 1 ie h�nlcrs nr a�s�n,k� equaE�,
1�ii:�i7 �tmetural menc� rs sre cEi�wn z' itt8ir final pt�citrrn� p.aperk� hra: ed an8 st�p-
pxtcti: c3i:rrng cc�r�strac3inn iz n�a} ba �«���sr} ti� tcm�?asariik s3x�n }wriic�ns c�t
:he struc#ur� whiic c�titer purt�rns arc b€rr=� cc�nsir�c�teii. <.c.nta:t the en�.ine�r fer
�sasuitsti�.�r, a4 cequircti.
14}C,encr.+! C'ontr�etc�r i� reqwn3ifile t��r �il �n-�pc�i€ae� rc�rvl�cFicas_ ��+�t�Lrt cn*�i-
;�e+:r fivr deiail+ �a ret#tkir�d. '�h:' tw�girt�er is ta a��ro4c aii +tructGSat suhsiitutirsn,,
1L 1 C;entrai C�nsra�ter is �c� cocxr�inaie ati dE�phrcgrr penetr,�fi:rns f i.e.. chi��te�•s,
�iunt'�ih��, ss�tera. etc.t zirn�u�ia Stcic�rs. ��#I,, ts�€� �sfd f�>undatiun �.valls with sp.
yra�riatz �ub-ec?nzrsctors. {iet�era3 f`on!-a�±r :+ res�rc}ci.abte tnr lise m�€sns. meth•
�ds, iw:hn'sque<, wqtu:acc�, t�•dur s, twr3:mai�st�ip. *..ea�sn�tcaf schceiulin� and
joF-sitc ct�frty a��cisfe�i w�tn this � rc�jea.: ���� iien.-r�1 f"c�ntrscYOF i� to �2ritt- a!E
6imenii�nm snd e4�°atit�ns a�ikh z3ac ��lziteL`�ural dca�oin�s. `.�tsF,• en2in�tr �>� a{1
c�r�ftictz �nd a�rr�iasi€+ns b�iwr�n v=�r9ous e{emt-ni� �'f thb sFOr#:ine .ir,tt��+��s �d
tt�a cxtstcr�3 cettdat�nai: Prz�. to ec�m�»enc�n�, wizh thu2 Qtirtice�� ofthe �1ra}ect.
t}�ner,,t C`.�ntr�etur es tr� i�s�se�I re�n��rtei p ricc4c and �erifj �rcar us� and �+�per
�p�sai r�s z�ismm �i�terizEa ti..., asbecs� a�c � a4 rc-yiFZrc� l+ti :.��.
17,4 Ali ita�t�r:�i* cx�'�ck1 !�i extersnr snd o s� +r,cur� r.nn3it:c+n� ahalt #�� tre�tz�t� €ar
the�e ; c,ntirtea�+s ti.e., cha�ical trcat�ne��:. sisinirz�. #��nt'sn�, dam�nr;,iiss, menr-
branes, tl�,hing, ct.H3 a� requir�ii by ced:. Ai; iaazc�ei�1� ta §u uc:s�ed or �a�ae�Fed
f�r �rc resisiarttc a; rct�uirtci b} ca�1r-
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E DETAIL E
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