HomeMy WebLinkAboutVAIL VILLAGE WEST FILING 2 LOT 24 (2).pdf II 0
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FOUN DATA 0I - PLAN
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I � date -
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checked by
_ boyle engineering. inc. I� Co-
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143 e. meadav� dr. I I� � �� -
crossroads shopping 13 - o - 3d . �-- _ __-
opp g center „o,
Vail, colorado 81657
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drain in V x 1' gravel Ch ~
&filter fabric to day lt. 131 11
Section B
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No Scale
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1f2"expansion material 112" dia.A.B. 48"o.c.-"
I12 "dia.A.B. @ 24" o.c. 4."slab
a 4" gravel
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Section A
dia: perforated PVC 74" C
drain in 1'x 1' gravel and X No Scale
filter fabric k
Section C Omit at Cfsim I X
No Scale
�vI:T5 MAIN LEVEL FRAMING PLAN.,
,
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• � ." date � � �.q li
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4" gravel 4", 8-" 8.. 4".
2 84 coot. ch�Cked by--
boyle engineering, inc. Section D r2v� i0ns
VIL-
143 e. meadow dr.
Crossroads shopping center No Scale
va 1. colorodo 81657 S2 .11
W31476-2170
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General Notes s = o
This structure has been designed to meet the requirements of the 1991 Uniform Building Code with _ a W 0
amendments as adapted by the Town of Vail. ,` ` LO ._.J
All omissions or conflicts between various elements of the working drawings and/or specifications shall be 0~0 Q
brought to the attention of the Structural Engineer before proceeding with any work so involved. The I l La
00
General Contractor shall verify all dimensions and conditions at the job site and shall be responsible for the
means, methods, techniques, sequences and procedures associated with this project. Furthermore, he shall
be responsible for coordination of all work and materials including those furnished by subcontractors. The
Structural Engineer shall be contacted during the construction phase to make the job site inspections
necessary to confirm that the actual field conditions are consistent with the design assumptions and that the
construction is proceeding according to the plans and specifications.
a
Live Loads Used In Design:
Roof 80 psf
Floors 40 psf \�
Decks 100 psf
Earthquake Zone I UBC } J n t
Wind 80 mph,Exposure B
�
G� t T�
The foundation design for this residence is based upon an assumed bearing capacity of 2000 psf and an —— I /�'�` I ( y� Ep` I �'�¢ X I ( ��� V L
assumed lateral pressure of 45 pcf. The Soils Engineer shall be contacted during excavation to inspect the J �� _
site and confirm that conditions are consistent with this assumption. The General Contractor should review n '
the Soils Engineer's report and follow its recommendations for excavation, backfilling, grading and �
drainage systems.
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Specifications
All framing lumber to be#2 Doug-fir or bett er.
All micro=lam's to be manufactured by Trus Joist MacMillan and conform to the allowable stress
requirements for a 1 3/4" 1.8DF Micro=Lam LVL. \_
All TJI joists to be manufactured by Trus Joist MacMillan. _ VA;All Glue-lam beams to conform to the allowable stress requirements for a F24-V4 combination beam.
All connection hardware to be by The Simpson Company. 3 — I �/ X ( � "T�, L �/ h► ( I °��
All roof decking to be 5/8" C-C Ext-APA 32/16 plywood. Nail with 10 d @ 6" o.c, at panel edges and @ -- -w
12"o.c. in the field.
All floor decking to be 3/4" C-D Int-APA 42/20 T&G plywood. Glue sheathing to joists with PL400 and net _ ;��� V P P R LEVEL FRAMING PLAN '
nail with 10d @ 6"o.c. at panel edges and 12"o.c. in the field. �J I /2j Ce� (ea All wall sheathing to be 1/2" oriented strand board. Nail with 8d @ 6" o.c. at panel edges and @ 12" o.c.
in the field. L(i t5S X 10 t?�i2u?,`S lee,
All concrete to attain a compressive strength of 3000 psi in 28 days.
All reinforcing bars to be Grade 60. 1
All steel beams shall conform to ASTM A36 specifications.
All steel pipe columns shall conform to ASTM A53, Type E specifications. l� �° ,
All steel bolts shall conform to ASTM A307 specifications. A
date
drawn by :
checked by
boyle engineering, inc. t I rti�� �� — �p revisias
143 e. meadow dr. 2 ,c ( � ,� c, :: D� I �,�� �`
crossroads shopping center IV" . -
Vail, Colorado 81657 I
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ROOF FRAMING PLAN
V-1
N date
drawn by T H 6
i checked by
. — —
boyle engine ring, inc. revisions
143 e. meadow dr. �(�� I �► ; j'�' y. ti ;�
crossroads shopping center 1k� 1
J
C.
vail, Colorado 81657
I
303/4 76-2170 .. ____� 4
Et DIIN BECK
ASSOCIATES
Land Planning
Resort Design
Uaban I?esign.,,
Landscape
• / Architecture
\,' •.
• •/ EBA Alpine
01 590 East Lionshead Circle
Vail, Colorado 81657
LOT 23
• % (SINGLE FAMILY
EXISTING L N �M HOUSE)
i (NO CHAN J'
EXISTING STONE; ' i REMOVE EXISTING STAIRS
RETAINING WALL / ` f , AND ADD QOU.LDERS TO
® p
j TO REMAIN / i Q/ \ EAS/ !E GRADE TRANSITION
/ <(G
EXISTING / '' �q41.� -
BOULDER /
BANK : k�
P/ 7, 1 14 r APP-.
�'<• / • � h� ' a� / ' � \ � t �7;CIS \. �� =.
•
SPRUCE
C E MATURE
Q LISTING TllVIB1=R `` \ : LU
RETAINING W ,A,!,L„ 3� �� '/ \ .
EXISTING % ` ' -I
• � vvrw E X �I��N� (G Dc� � TO REMAIN. ..
STORAGE SHED ' / �� / �,,�D��tfi , 34" TIMBER �UIo '
/ GR ,V1iL RETAINING WALE\\ TELEPHONE : 4
-T G-RE M EV1� F A�STONI- f ATIb.
-' NIUV r 3�F . - - PEDESTAL
A1' �x}STIIvG GF�ADE \ . �-I-i -1•-l�t a,`�� ` ,t
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OUTLINE OF 10 / �'6 MATURE 42 4 EXISTING HOUSE ' PAR`KIN ,ti �` - o
SPRUCE • /� Ix FOUNDATION . x9 ' ^p�h +C1
. f AuST NE FRO T W .. -. k .-1�7 e f. / 7$61;
?q42: • \ N =ALK AND.STE / d � }-' d
+-�5 _• /'r'PRO CTED BY 5',ROOF 00F OV RHAN( / \cpq r . W
EXIST' / N it/ / Bq \�� LECTRIC FIREi
o c - - �' u P D.ESTAL . ``-' •
SEW HYQ.ftANT' : ^ .
Ml�NHOLE F 3 '� g ',Ip3/g;'r
796J,0
REPLACE EXISTING SRS
mom
AND ADD BOULDERS ' / •=''•. , ', \ / i / ��' / ��
SCALE
STONE PATH AN GARDEN STEPS - �-: •:•: a
W r;FlAvo J tA rI I C f2 (J U r-4> �w ' �� A �Tr�-I P ri' CG%r1 ► T�
A` f��{l t.l �Q 960.0: r
o,- l�(. - ti�'{� �� `J� \, �.,-•� Y
�wn o1 Vail
AN
(, y EXISTING / +�s �?� *0? �•� __., �, _. --� �� ,
FIRS TO L ~ "
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PLANT MATERIAL
C1N 1 Cottonwood 3: cal.
- _.. - n- - - - - -- O` 4 � 199 >•
ASP', y ,113 ; Aspen $ @ .2-1/2"
: G �o 1\p C
SPR` 2. Colorado Spruce $' 'v.T FLirriT'�t� t(�I�
loll I 1q,
JUN: 2Q Buffaloluniper 5 gal. f j h
. r
\ 9157,2
2 �1 _
5 -gala
...
Sutter s,
G arid Potentilla
,; - �DATE DRAWN:.__ 1?/7195
:. .. er
Westn S d Cherr 5 a!
Y 9 - - _
4' Pf
6 Co orado Do wood 5 9e1. L 1. �V� M G� IuG'fivN '" • 1ID �.�.I.(�tJE`� � GUIL . E
V SE DING HEIGHT CALCULATION R XI
�ft
6 Native Elder 6 gal „,. 1 1 ✓
4
,
in lade at TW 4 .
'a�!r- - �/ �rl!�,•� 1' I p��a'�U '- I �� vl �G� �7� G'7 Gw(-F" U . g g 7,9 $ 9 (48 - 10-3/4
Exist` t
�• •- Pro' osed lower-level FFE 49.0
{Note: ;No changes are planned in.the landscape between the .house and the creek.) h I <'����G
tp
Roof h eight above LL slab +32.0
I �
Jevation at roof ridge 7,981.0'
t lvl Gk� af�"�L - IM T `'i' Maximum allowable {33'? _ 7.9$1' - 10-3/4''
4
Ot�S?�2.1�cT1�tJ �C-tfC_C.•. r,• '•� Ff=t� at •nain floo"r (+ 10 .- 1-3/4"j - 7,959' - 1-3/4"
NOTES'
UC.a1� ill 'I`t• ;
_ -
F
. n
� F E at garage slab 7,958' 1-3/4 SHEET
law" Ift
, , ; .
1. Contour” interval = 2 . G
2 , hot 24 is in Vail Villa e Wost Filin No, and is toned ,�rwo I*amil Primer / ec'' radar:.
9 9 Y Y .y
Resl'dential
3
This' _ouse. ie lacesn exstin 197f3's cu Iex c�estro ed b fire,: Fall i
p �. p Y Y
995.- `�..
_
4. Topographic'al,i nprovements survey; by Int e r Mo±ari#ain Engineering, di3ted 1 1/30195, ,, f iEET5
Ot } S
i
OI
APPROXIMA TE 100 YFAR F/000 L/MTS OF GORE I:RFFK
AS /NDICA TED ON THE NA TIONAL FL ODD INSURANCE
PROGRAM "FIRM** FLOOD INSURANCE RA TE MAP PANEL
2 OF 5 ON COMMUNITY PANEL NUMBER 080054 0002 C
V � / �t�, MAP fit WSED MA Y 1, 1985.
LOT 2J
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GRAPHIC SCALE
1 1�
RETAININ1�- /(.��N ��'/ G� 10 0 a ,o 20 40
WALL
TN FEET )
i inch IO ft
h
//-'�-•---'---->�j /� � / / � STAIR CA 5C
CONTOUR IN TER VAL = 2 FEET
LOT 2 . r\ag c\k - "-
v'. 10,682.2 SQUAIAE FEF
V. t U 245 A CRES
WAl a k
"Y
TdRA�� TELEPHONE
S
HOUSE
\ F—] ' \ `
IRE
G ELEC r8l C
TA HYDRANT
5.
RE TAINING ,-
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FOUND PROPERTY '
CORhER
• �� + . 29.9'
8" D/A.
s ® ,
0 /, Duane fehringer, a duly registered /and surveyor in the
i r, r n 'A =
0529"44, State of Colorado,, do hereby certify that the survey shown hereon
`J l ``� G — R = 590.28 �/ was done by me or under my direct suporvlsion and the horizontal
aid vertical measurements ore amirote to the best of my
:
L, -- 56.64' �( Xtivwiedgd chid bdii&f
s` 4
8" DIA.
none Fahringer . . 2W8
Q
-00 lNn PROPERTY
.CORNER V�
BASIS OF E'LEVA T/ON.'
� Q MH A---138."2
Rlil!
REV 7956 26
IN V ELEV.
7948.53
DAT REM IONS
3 .; ''li::• F P. 0. 90X 9?8 • 107
ADD p.t00 MAR FZOA UM TS- Gtr G
0077 a±€rCACF Raw Inter-MOuntanl 1420 1:avc�sraEET
A VpW. MO. 81620 ♦ LAk£IN000, CL 1 80215
(303).949--5072 (303) 232-0158
GORE CREEK
•
n
DESIGNE'Q 8►' PR0 fCr vo.
a TOPOGRAPHICAL MAP 95-0486S
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an legal action based upon an defect in this surve DRAW 8Y. DA 7F issvEa'
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withrn three ars after ii first discover qu(-h defect. Goa TV L Q]� 4 11 30,/95.
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In no event ma an oction based upon an defect in ,
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this survey be commenced more than ten years from , VAIL OLLAGE WEST FILING NO. 2 the date of certircation shown hereon.
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