HomeMy WebLinkAboutCascades on Gore Creek - Structural Plans WOOD BEAr1 ` _
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ELITRY -_ - _ GL . TOILET j j BATH
NUI-D 57811-YfER 0 �1� �
I
L _ - c1.1 -rR`( LEVEL
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Il = _ l•IGY�D BEhM 5.
A3 . NAUDi _- � SEE STRLKT.) -
I Oq soU1-! D 1 usUL. 4 -r
a 5.Z
WE2 -
3aTN cL . BEDROOM - I 5v µAptJD cN1 51 L
gE ND /tl
d4 X4�-A811 �xD BEAM
aOlJUZeTE PAD I i:. � (5EE STRLICT•)
LOWER LEVEL
- IMCL
- - - - - - --- EL. 3
Ao
LNIN �,
LEVEL
H _
12. 8E 4 4 _ + - ELi p
lr WaLL MUT. _ -
• 7 1 STAI {Z RAILII-JCi rJ I
1 101 Sow 4c> lH6WL . I
r Bh T fS (TYPICA L)
BEDRccM - 4 LEVEL i - 1 �- 1
4 Off' 4W .tl.. PC
•c
STEAL E /tiM
1 —'�I _ - -- �9�E 'S (ILLIGT• � O " j von lcnn.ca. vc +ros
w of
`-'-• V rot to 0. usM n .fak a n
wn. ..rcwin m� .+nsn
A - EUTRY LEVEL Nm0 EdaNU Gtlnmry
i
_= (SEE b -A5. 5 ) -
- I �A �. Pcl1E TYPICAL PLINTH BLOCK
1 to
�•-� r. De
TYPICAL ghSE TRIM I
1 (SEE LAIJD .CAPE PLO. µ \ 1 LµVRY, < < 3 - 17 - 92
6 1 CSEE - A 5 . 5 ) l l S?A I Y... . . M.._...._ . . _ - [fATE.5..7. .._ Revised:
� —Y dal-IGRETE DRIVEWAY �
9 - 1
r
J EDWARD M.
- U . EPRooM - 2 14 $ ' fY, JR.
(o' STEP
Sheet Nurtiber
CIE U�TI - BUILDING S � C.TION o
E = Z „ : 1 ,i µhop I - D
50
0 � U . 3 Y
WooD EWtY Droll �� • -
!`�E E% LEVATIOI,IS� 4 "� — - - a 5 � - •
TYPI cP.L �^ ' (oAlo cOLLI M N
ML'fAL RAILI ► �4 -- �r -
ZXI, REPWOOD DE(,kIW4 I -- (TREADS;ZED
WOOD BLoGKIUG, - 3 4AP T� E7WEEN '
-fNIGK -SE'f 5'rowr. \ AV -
PLOORlW&i (� C
SPE =
EIJTRY LEVEL I I, 4
'1
Al .
Tai IcAI_
2 )( RE5AIAf4 EXTERIOR WALL (n
CEDAR O
Zxly L£Db�IL W
�ItUTNEIJE UNDER goLf£D To W4U. I N w —o . 0 y <
t�R 51 LL AJ-) D W/ Ila'' COX lv" LhLhi • J1 \ Q
DOWN PLYWCOP ,I ° - o[ \ 4 Q (k O
O�l1=R FLASI F11-11a 51-p I ,� � !8/4' -►11 J \ S• I U 0 J
GOW-f SNEET METAL LAa.1DIIJCa f ' (9) EQUAL �� - DS -- - rt N d ,., pw� O
FLASNII-lC,� �� UPPER LEvu U 8 U
TYPI _ J
EXTERIOR WALL C EE SRIG T )
i1 W
112
E.XT YWooD N - - ; n Q
WITH 111/11TRIPS - - °L = ?
ovER- 1oIH1TS IN --- -� - ° PEW �-
PAIJELS (PAII-r- T) A
GoWG. WALkWAYoll - I I � _ , _� .�
311GRA�EL ovER - -- 4 "emPtA�EL oN J - - n ►n d
COMPACTED �ARTI-I I II I II
4 MIL R2LY //�� C �! - C� .3 3 -8 d'
2 10 R STA I R SEj( I I ON Clc) EQUAL TZEaD�? LAUDIU(sl
tEX'rUFZEb DRYWALL _— _ �, LA W 9 1 W4:rof
(PAIWI) r LaWDI1-V� -
IitU �SIUGI '
IXS WOOD WALL CTYPIGAL) �
GAP W/ EASED - - (oXlo coLUMhI Ld
EDGES-i METAL AILIIJI� W 17 ',)EALAIlT
.TYPICAL
l.46 -fRIP1 I WIT ) dill, PEi�E
ITRATION P (� ) EQLLAL Lh41Dll-l �l d
\TRE A D15 r <
I /ZI DRYWALL ow ► 2X10 jZESAW } � I
EAC.N 51DE OF d = N , CEDAR GAP 5 i .W,
2 x4 61141 co I o.c • v Al,
(t) 2xG REDWOOD — � TOPOF WALL, 2" � _ �` - L• ' 114 -01
W A L L� GAY PF TA I L TREADS DOW .45HEt4kT WG 0 —
STAIR NDE, DoW - - ; < ' + 3=81 vERIFY
I /Z I SHEATINL, OVER ! _� v ,.y �R STAIR floSE, 5
11 Lx IZ 51RIN�ER fLP�SHINGt off s1Wao - r N Tv "E.AR A's l �C
n _
I vZ �GOLU M N III LLP 1 fob I �2 I- - DA9R TRl l Y O
Woop RAILIW67 - y IX IL 9E5P.WL1 _ _ _ ('I) EQUAL L - i LA ►1DItit/(„ N a
cEDAR TRIM ' UT 5HEET METhL I - TREAP� , W
1 /2S)cr R-YWGDD L.J -TYPICAL STUCCO WOOD RAILlW6q
METAL tLIPIORT - __ 51+EA'MII-I �-, MOUIJTEV To n4c -N
5RAC. KETS AcT - - I WALL WITH METAL LAWDIW�! __
Zxw '�TUDS GI � o• c , L 52
Top f3oTToM f3ftAOKe.TS �I111-1
AIJb MID SPAN . _ - �3) Zxlo t5EAM EN75 {Z1TuRNEd �- LAUDI_N� _
WITH HT To WPaI L
TO T11ELJALL
i,N4 p5OLT�j3 /Z ' � �r� I t�tEAfEl7 2X6 OIL _
�Ws PRovIDE SOLID II / I I q o ^C per
ELOcKlIJG IW WALL // 2 MIIJ . CoWC . PIER BEYOND 5 - _ 3 -� _ _
fo R AT TA GN M EI-ET CSEE STRLKT. ) - �N %ro" w
((o) EQUAkL j LAUD11_� Gq 4. ' o . n.m � . is
~ IIGfZAVEL oN Co MIL f1Z�ADLI aa.a.ow .wa
a 4.w16G.amniay.
rMp A"
POLY V .� awo� ra nwwham
�t-LAI LI NG� DATA I L M
1 I ® �.p{'.w�/*r' G 'S L. A u MidC EMtl �':mm.y
2 I - 1 ! 0 1 1 - ( I I P ■ bV t v h p M ^Y Ggll
J r
rff F
fLoWgRLavrL
- �L. = iv4 '-p ' 3 X17 - 92
3 STAN WALL p � TAIL f TYPI � AL
FoLIWO, LIALL
BY.... .... 1-- .......... (SEE STRUCT )
C
EDA
N TfR I OK STA I K SGTI ON /. . GWATH 'RD %.
C- 230 I. Sheet P mtw
OFD AR��` v A3�►
14'-1' 10'- O' i , s
1Y
IV
WALL b'-ca 1/2' 51-7 1/2' fa
STEP
por-57 [1oa-o7
I
I I t
— — — — — — — — — — — — — —
T.O. 5L.AB I I
I 108' I I LL s1
-1'
I WALL I i
I I 5TPP I I [1077
I I I 1
1 I (104'-10') AJNT.O. SLAB I FOLNOATION NOTES: W Q
S1
I m'-r WALL I I L WOOD FLOOR 5W -ATFMG. ARE AT TOP OF SLAB OR TOP OF PLY- W Df
5 EP STFp I I 2. ( ) rIJICATE5 TOP OF FOOTNG ELEVATION. / 1 at at 0
NDICATES TOP OF WALL ELEVATIOh1 \iI1J W
oof-.O') I SLAB STEP I I SLAB STEP H' TYPICAL I I 4. OATIJ-1 ELEVATION 100'-(/ EQWALFJJT TO ACTUAL ELEVATION 80155 Vi(/ 0
—4- a, 1 0 I S. FOOTNG ELEVATIONS SHOWN ARE MAXf-UM5 AND MAY NEED TO �L
c I I I I BE LOWERED DUE TO 50L CONDITIONS. U
W -��'f I I 6. FLOOR SHAB SHALL BE 4' NORMAL_ WEIC44T CONCRETE SLAB ON Z J
,.A I 4 I I I I 4' GRAVEL BASE. RENF. W/ POLYP. FBER. W
s I I I I - - - - = Q
I d3 I I I
I 4 1 I I I
Y
5oN0
TT
(TYPICAL)
I I I I SI
C_A
I
- - - I - t -o� I I T.O. SLAP. I I I I j �'�• v
I I I toe'-G' I I I I j '516 0
FOOTNG I I FOOTNG I I 4 51
STEP I I STEP 5TEP
I I I
- - - - - - - - - - - - [108'-40]
I I 5t1aB To sLAO -
I - - - - - - - - - - - _ _ I STEP 108'-6' I a I I
(105' 4') — — — — — I 12' I FOOTNG I I 51 F I G
�9 STEP I I STEP 1
I I g L FOOTNG 5 FOOTNG
Q I I STEP s1 sTEP I - - - - —[toe'-4w] - - - - - - - - - - - - - - — a
i I - - - - (10
I - - - - - - - _ _ _ - - - - - - - - - - I I I I „Q��.c�`,.�pA��p�• NrSAmTIErD Rr FrgM.
WALL ST r%
5 STEP EP ,
'�i
[- - — — — — — —
I 20'
r v l I llj, 00
I I 6 I L NAL ENw•�PO.`
OF re
I I
i, •a�aaa `
I — — — — — - I
I I I I
I I i i
T.O.5LAB
I I I I to'- � 104'-Om
copray�
FOOTNG I � I I c awc`d�Gw via..rmwn
'STEP I I STEP I I I I " wy„. n...ry.a
rnn aoas wm na w a.ac
I I y� rm� ... mmi "
— — — — — — — — — — (100'-47 — — — — — — — — � I I woi`swnai�.n va' .
o-awnr d AmabGwuvnr�
I I v.an Aicngec0. vC w a
I 1G• TYPICAL rot �o ea w n wild" a n
- - - — — — — — — — — — — - - - - - - - - - - - - - - - - I I waua:mn of Fl~ L
I A.ncH Fo- aNM Gwam y
�
I I STEP
I I I I
I I (100'-41
- - - - - - - - - - - - - - - — - - - - - - - Date 03-13-92
I I -
- — — — — — — — — — — — — — — —
[t04'—O') — Revised
2 APP OVI
51
Lo -- 24 -r - - - -- - - -- — 24 n' - A
4b _Y TOWN OF VAIL
BY E ! -� —........DAT�.. ... . .. .. Sheet NCi r
F3UI� DINF� 3 - - OWEFZ LLEVE1_ AND FOUNDATION FL....... AN S1
5CALE V40 1'-08
SI9 •'
,
W-2
4
518
N-2 X 12 , n
V1 , /,
IN UP LU Q
D Y Q
W �
5 1/8' X 18' G.L.
OR (3)-1 5/4' X 16' ML. 1 I"n' V J
517 v , W 0
UP UP FRAf1JG NOTES: 'Q` Oaf U
L ALL COLUMNS SHALL BE (3)-2 X 6 UNLESS OT}ERW.ISE NOTED. U
5 1/8' X 18' G.L. 2. ALL BEAM5 AND HEADERS NOT OTHER145E LABELED 5HALL BE (5) - 2 X 10. O J
SH
M.
OR (5)-1 5/4' X 16' L. MN N. ALL BEAM TO COLU CONNECTIOIJ5 BOTH TOP AND BOTTOM, ALL W
12' WSI 424 (2100F) U5E 5"501) TYPE PLATE GONNECTOR5, UNLESS OTI-ERW15E NOTED Q
�s • 1G' O.C. OR 5HOI. N OTHERLI5E ON DETAL5. PROP05W '5MTITUTION5 BY Z >
3 L CONTRACTOR SHALL BE APPROVED BY ENGNEER PRIOR TO N5TALLATION.
O
4. PROVIDE 5hP50N RJTF BEAM HANGERS L WM BEAM5 FRAME TO
X O ND ARE REOLWED TO BE 'SP/ 2' DEEP.
CONTRACTOR'S OPTION
N (� 5. T NDIGATE5 INTERIOR LOAD BEARING 5TLV WALL.
¢' WSI 4:4162O.c 6. ❑ INDICATES COI. Ut`?J DOI..N ONLY U1LE55 OTFERASE NOTED.
2 X b CEDAR lA 3 7. NDICATE5 COLIMJ LIP AND DOL.N UNLE55 IT 5175 ON CONCRETE "4d l .
2 X b W a j N c 8. ALL HEADE95 L.ARG'�ER THAN 8'-O' 5HALL MQL 2 TRIM STUDS
} u SF AND 2 KNG 5TUD5 EACH 5M.
s F . ALL EXTERIOR 5TL V 5 SHALL BE 2 X 6 • 24' LINLES WP
5 OTHERSE NOTED.
2 X10 g� � 9p 10. ALL FRAMJG FLU5H FRAMED U4LE455 OTHERL.I5E NOTED.
2 X 10 It FLOOR 5HEATHING 5/4' T E G AND RE: GENERAL NOTES.
LL � 2 x 10
113 2 X 10
TAR
'P LOAD BEARING STUD L.1ALL
5T ONALD� Afp�..
TLR'ea�9O��
1p
H
Q
'n LOAD BEARING STI.D WAIL 'n i���0
3
T "O
:�ONAI -,*0()''" ()
' c OF C % %�auuuaaa
0 Q
t2' W5I 424
2100E . 16' _ - _ 3 54
D1
uj
R" w
R. Rran
`nis C m.nt. W m. e.as
12' W54 424 Agaa.cpm �rrgpojtl
fes as i na is a
orohss�o01 s..noa. �s ur
2100E • 16' wopMa of a PC ami cs
— — von A<crwar PC ane .
M11 to Ea uNO. n Mpy a n
curt abut tof wrnlan
AuQWrilEQ d M Qw l
A.nO tlEMaNl Gvalhmh
n r nnq Fqr^
51P
_ Date 03-13-92
A n P O V E ® Revised
Sib
TOWN OF VAIL
UI � DINC - N � Y W_ ' V _ � F }4Af`l Nh FLAN BY
SCALE t/4' f--o' - - - -- - -. -- - -- - - — - Sheet Number
BUILDING 3
S11
WIT • •
4 eee •
All s,D
.t .
I 4
I s1D
I I
I w I
S 2 X 12 . 240 g
5 i W o
s1D
W Q
µ� 2 X 2 . 240 w I ��l W at
of 0
MENOMONIE � X
� 28 y V
J
I
All W O
FRANT NOTES: Q of
D1 2+ V N I I. ALL COLT-M5 SHALL BE (9)-2 X 6 IN P4545 OTFERWSE NOTED.
X • 2. ALL BEAM5 A D HEADERS NOT OTHERW5E LABELED SHALL BE (3)-2 X 10.N N O J r— 9. U5E Srr-PMSONO TYPE PLATE C ONMCTOE5* U4LEO5S OTHERW5E 140TEP W
(j)-2 X 12 OR 51- I OTHERW5E ON DETALS. PROPOSED SUBTITLMON5 BY
CONTRACTOR SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATION.
U
2+ pan +� N 4. WCATE5 MERIOR LOAD BEARNG STUD WALL.
y N X ANI rX • 5, 0 NICAES COLLM DOWN ONLY U LE5S OTHERW5E NOTED.2i1�Z4 e i EACH EN
N N
N N 6. I♦ NDICATES COLUMJ LP AND DOLN LN--ES5 rr SETS ON CONCREE WALL.
(!))-2 X 12 `) 7. ALL. 2 DER5STl1D5 EATHAN '-& 5HALL REOIAZE 2 TOM STUDS
2 X 2 J J 0 D. ALL EXTERIOR 5TLD15 SHALL BE 2 X 6 • 240 LN,"'5'5 OTFERIJS NOTED.
• 240 F \— U210-5 4 ALL FRr FLUSH MANED UNLESS OTHERW5E NOTED.
n1 EACH END N
Iw N N LyloBZ4, 10. FLOOR 5FEATHNG 9/4' T 4 G AMP RE: GETERAL NOTES.
$ ALL ROOF It 7 Nu- RP TO 11 1/40 DEPTH.
s
z X 12
�j 4W • 240
TAR
'9n
LOAD BEARING WALL
J 5T ,.�pON�LUEI���� • .
�reRFO08
N
J
fee
LOAD BEARING WALL J,• o .2.'Q.
N J NG9
N 0 NAL F' aa�Q`5�, ,
•`'• O a ..
WW0 N .,,l Of p4 ,�.
120 WS, 424 (2100F)v
N
T2' I.151 424 (2100F) • 16' W/ 2 X D
W/ 2 x 10 OUTRIGGER N SS
OLIT J015T WEB
IV ON —
1
N 3 N OCaappyygqMM
O • ArraM' nh TrM
wJ
Arlaacts cle PC
A a
M 120 WSI 424 woor-) tee.
nrs tloouel. a n nrotleas
• 16 W/ 2 X 8 2' Wd5l 424 (2100F) era asspunwrporaletl
J OUTRIGGER N • 160 W/ 2 X 10 nara$n as an in•trrument of
_ JOIST WEB OUTRIGGER wo�asa,00f r ,sme d
W X 10 _ Pran NCnnecm PC And 'sa•
N Pa to Caoo mwnfm prm
MEN purl. pzalj me wnnan
Arndeo Edward of Nooen L
I lP LP v J# or EtlwartlM Gwammey
I I .Y or Henry Pran
I
I I I
I I
I — — — — — — — — — — (�)-z x ,o Date 031392
Dot W F z x >o ouTRIGGER i 2� LINE OF eDGE — 1 up i L A P P R O V E D Revised:
AT 6 X 14 CORBEL. ATTACH L OF OR I I I
CORBEL TO OUMCvCEK AS PER
PETAL V54 I 1 I I
TOWN OF VAI
S18 LINE OF EDGE - - - - - - - - - - - - I
OF DECK
- _._' .....`.._..
Sheet NumbetE of EDGE -__........-DATE..'
V I Y� D I I F V — l - OF FLOOR BUILDING
AI N 1 .. 0V Q � OOF FFZAl 6 FLwA
-- -- LINE OF EDGE J S18 S 1 2
SCALE: 1/40 = r-00 0f DECK
W o
ROOF F2AMING NOTES: Q w Q
UJ
L ROOF 5HEATHNG 5/8' (40/20 SPAN RATW6). STAGGER PANEL ENP O( O
JOINTS AND FASTEN WITH G1 E AND $Od NAILS • 6 MAX 4JM ALL U U
EDGES AND 12' MAXIML.M OTHER SUPPORTS. J
RE LOWER ROOF FRAMNG 2• REI AP04TECT FOR ROOF SLOPES AND BEARING HFJCWTS. �{ O
FOR THS AREA 5. ALL HEADERS (9}-2 X 10 UNLE'S'S NOTED OTHE.RLJSE. `l
4. ALL HEADERS LONGER THAN 8'-O' 5HALL REQUIRE 2 TRIM STUDS
AND 2 KING STUDS EACH SDE. Z J
o —
S. ALL JOIST HANGERS ShP Ni..
SON U TYPE LESS OTHERI..ISE NOTED. W Q
6. ALL BEAM TO COLLIMN CONNECTIONS, BOTH TOP AND BOTTOM. SHALL >
USE '5" 50N PLATE CONNECTORS UNLESS OTHERLJSE NOTED ON
DETALS.
7. ALL FRAMING 2 X 12 • 24' LI.LES'S OTHERW5E NOTED.
8. ALL ROOF RAKES SHALL HAVE 2 X 12 X G'-O• (MR IM) STRUCTURAL
FASCIA TO SIPPORT END OF JOIST.
2 X 12 4
StT
T
WN
x
N
(2)-2 X 12
Z-2 2 X12
i � N
J�
N pONALo 2 .00G t,T R e u%2 y
X 12 120 XZ )(
N .°
N —
�� x • 4�ii
2 x � N S =� tO
517 N N 00.�GNAI F':••aQO:
(R®GE) J 2 X12 • T2• u
63/4' X21' 61. { -
ra
ti I Lz t ¢ N 2
sn
N w ^pQ!�
k Y^,'•tlan •YN.an
XN N ,�,, SRDGE) " pAgrn. PG
1 N M wama n.,aMa
lnia 000Um.nt ana IM 4as
d qns uCprppraW
X nuam as m osn l a
X + R` P�PMfal Angl . ,s "wY/
N IL ¢ P ArcAb PL Yq6
W, *a o nw,gyyn
N Wn. tQain me Pr
{y DI ArmvuE o1 M Gw t
v X � W x Arrak EOwaNM G.ammey
(2)-2 X 12 (2) -2 X 12 N ¢ Jr w Henry PM
� vJ N
(5)-2 X 12 GENT)
X re Date 03-13-92
RE: 9/517 Iv
sn Cc
Revised:yo
5TRF21A1 STLLR� L 5TRF2LAI s LIRAL / (2) -2 X 12 (2)-2 X 12 p � ® y
2 X 12 J (b)-2 of1m 4 SCI /{
STRUCTURAL _ TOWN O F V A i L
FASCIA RE 9/S17 S17
2 X 2 2 X T2
STRUCTURAL STRUCTIE
A _) I i C7 3 U rF E FKO O F F � A M I N / U A N
FASCA FASCJA BY ..__--------.-- -. _.._.____ _.. _...DATE.._........_....... Sheet Number
— -- -- - - e BUILDING 3
SCAL = 1/4' T--O'
sn � A 1 3
LLL •
.L .
t
1 1 /4" CW. REFER TO
TE PLAN SHEET C-1 .1
FOR CONNECTION
TION.
1
I
GARAGE WEST
GARAGE EAST
1
1
W
T 1 Q Q
BUILDING SHUT—OFF 4" FCO U 0
U
VALVE I RISER Q
N O
u — 30 ST AND Q W U
1 1 /4' 1 CW AND AND WASTE DOWN
O WASTE DOWNN,, A AND AND 2" VENT UP
y " AND 3/4" HW
11 1 /2" VENT UP J
1 1 /4' S DROP � 1 ' 1 /2' CW AND HW Q
LOWER BATH WEST 1 /2" AND 2' WASTE W
DOWN, AND 1 1 /2"
F_ VENT UP
Tm
UP t _ _ �"
- ---- ------- LIN S a t
/ NER B FN EAS?
HALL WEST 01 A VE
1/2' CW AND I'6j,----------------------- AND 1 1 /2" W AND 1 1/2" 3" WASTE
3"
FROM ABOVE
3/4' GAS UP G I as F 1 1 /4" GAS UP IN WALL
--- --- - - 3 - - - - - - -- 2" STE
/4. 4• ABOVE
BEDRM i NEST @EDRM 2 WEST 3/4' GAS UP
@I?RM 2 EAST GAS METER AND YARD LINES
BY PUBLIC SERVICE. FEES PAID
BY MECHANICAL CONTRACTOR.
IS UNIT IS SIMILAR TOTAL CONNECTED LOAD IS 375 MBH.
TO UNIT SHOWN. I
BORM 1 EAST 57
2" WASTE oGapr wn
FROM ABOVE wdK w
ArtfMada. P C
/.N RpMa fL.arvaE
4" am dimm" 1�awsl
Mrai. as arr matrunWn OI
Prolasvon.lrrokP rsm
Pro Ar PC amilis
Prato ATAnKb. PC ana a
3' WASTE. REFER mt io w u�. � m m
wmartatron N RoGaR L
0 SITE P Mrroa. EMaN M cwmmsr
Jr or henry Pratt
Loci.noN. �
Date
3/17/92
APPROVED Revised:
BUILDING 3 - LOWER LEVEL PLUMBING PLAN TOWN OF VA #L
SCALE: 1/4" = 1'-0"
BY__.� ?!
Sheet Number
Lu
va
P 1 . 0
I 1
I I
1 I
1 I •,
I I ,
I I
1 1
I I
I I
I
I I 1
I I I
1 I I
I I I
I I I
I I 1
I 1
l 1 1 I
1
1
1
I
1
+ t I 1
` I /
� I /
/
` 1 /
BEDRM 4 WEST `� I
� I /
� 1 /
� 1 /
� I /
`♦ I i
♦ I /
♦y/
BEDRM 4 EAST ' ^
LIJ
V I
E---� T Q 0
1 4' 1 /2' CW AND HW U Q
DN CW AND HW DOWN, AND 1 1 /2 N U 0
1 1 /2' WASTE _ VENT UP W O
AND 1 1 /2' 1' CW AND U c735 0
UP 3/4' HW FR
ENTRY WEST BELOW
— J_
_ Q
UP I 3/4' GAS UP w
D 2 U D 1/210EMAKP TO RANGE
ENTRY 4' ENTRY EAST
-- -- -- ---- ---- - 2' WASTE DOWN 3/4' GAS
WEST
2' WASTE G FROM BELOW
Q 3 40 I FROM ABOVE 3' WASTE DOWN
--- ------------ UP mp
MSTR CL WEST 1/2' CW AND HW
TO SI
TOILET RM — - - — I
p� 3/4' GAS
FROM BELOW T
1 � / 3/4' MSTR CL EAST 1 /2' CW DOWN
G 3/4 AND 2 VENT UP
MSTR BR WEST � /4' 1 /2
3/4' — — -- - - - - ---
MSTR BATH WES 1 /2' CW AND HW
T AND 1 1 /2' WASTE I T
DOWN, AND 1 1 /2'
ITHIS UNIT IS SIMILAR VENT UP
TO UNIT SHOWN 1 1
D 3/4' GAS UP
TO FIREPLACE
2' WASTE DOWN I Sfi
2' 2 20 2.
I I I
3/4w 1 1/2' VENT UP
I
jj 1 s lscsc,walr.wy
MSTR BR EAST _ All" glas es
I I I TMs wm,m, aM ta iESN
I - ---- -- - - -- ------ -- - - - - -- J ansl 'n as irwwo l
1 Mnn, as al RrSUwMeI OI
I pObivonal SSnNy, is ft
Pr*I mt1 bausd, v awn
1 I 1 I " to W ooe week a n
I 1 1 pen. w�nwul V.e w.ese
I 1 I I
314w CW AND HW DOWN I r,mw�auon of RaOSrtl
Amotl EC„arn M GwYnm,
- -- -- -- -- -- - - -- -- -- -- -----J i � IN WALL TO SHOWER, j to. �ie..vv�an y
1 I 1 /2' CW AND HW UNDER 1
I I FLOOR TO BATHTUB, AND
-- ---- -- -- - - - - - -- - -- ----- T' 1 1 /2' VENT UP
Date
I
L —J
TOWN OF VAIL
0
BUILDING 3 - ENTRY LEVEL PLUMBING PLAN Sheet Matw
lV
a SCALE: 1 /4' . 1'-0' - -
LOA
P1 . 1
aaa
� I
oun.Er
I —
I I
FLUE — SEE PLAN
FOR RECD SIZE.
i `--------------- --- -------- - ----------7
I t
CW INLET
I
GAS LINE. SEE
i I PLAN FOR RECD SIZE
I I
I I
ASME PRESSURE O
I 1 RELIEF VALVE.
PIPE TO 6' A.F.F.= I DIELECTRIC UNION
(TYP)
PROVIDE FULL UNE-SIZE G
LUBRICATED PLUG COCK - -
1 1 DRAIN VALVE
. I I PIPE TO 6' A.F.F.
I I
I I
I FLOOR
1 I DIRT LEG
I I —
1 I
1 I
t 1
I I
I 1
I I
WATER HEATER DETAIL
I 1
I I
I 1
I I
1 FOR PLAN OF THIS I NO SCALE
AREA - SEE ENTRY I
LEVEL PLAN I V J
1 1 W
1 1
1 1
I
O
I
FOR PLAN OF THIS
U o
AREA - SEE ENTRY I v
I 1 TURN DOWN INTO VENT O
F-- --POLEVEL PLAN I 1 ' MIN. w 0
0 D i iI i i 41/ SHEET LEAD
12' MIN. v
11 2' CW TO ICEMAKER
KITCHEN cT I I II I FROM BELOW SOLDER WATERTIGHT ROOFING OVER BASE
I I I Al I
I �T
-- I -- -� I __ 4'_ faAS- - - �• C 2
I I II DN OM BELOW
I I e 1ti O . o L_ 4/ SHEET LEAD BASE. 8' MIN.
I I O I I I III I SET IN PLASTIC CEMENT
I I I I 1 111 I _ INCREASE TO NEXT
LARGER PIPE SIZE.
III 1 I KITCHEN EAST ,
I I (EXCEPT FOR 4 DIA.)
1 I i i li i I r-
1 I L--- I _ _ i Y WASTE DOWN i VENT REOb SIZE
1 2' VENT UP
� I I
I 1 I I
I THIS UNIT Is SIMILAR PLUMBING VENT T H R U ROOF
DINING WEST I TO UNIT SHOWN. I I 1
1
I I I
NO SCALE
1 1 1
I 1/2' CW AND HW
I I i UP FROM BELOW
--- ---- --- --- -------- ---- ------------ - -- -- -- -- ---
r
DINING EAST
GAS I
IrI BELOW-- - ---- - --- - --- ---- I"---- ---------------------
� I y - --
' `� I CLEANOUT AND ACCESS
LIVIdG WEST I .� I �. i COVER. TOP OF COVER
TO BE FLUSH MATH c
' ` 1 TOP OF FLOOR.
I ' ` nn...R.,a
FLOOR LINE Nom R;;,V„
DECK WES n nu u
aoo eissi rciomaaro e dpa
Y 1
1 1 cp'^la sio aNi aano: nr
P�w,lv a ArroldC'watlmsp
N ArtYMacla. P G iM n
LIVING SST rot Ia h u514 x w~ w
I wn. abo nw woman
1 /8 C.I. BEND aumonzE a Is Gw t
jf or hii Pmft Gwallonai
I BALANCE OF PIPING o, wnry Pnn
SAME AS CLEANOUT
TO GRADE
DECK EAST FLOOR CLEANOUT ( F . C . O . ) Date
3/17/92
NO SCALE R@VLSed:
NOTE �\
CLEANOUT NOT TO BE LOCATED a)
IN O V E J
M CARPETED AREA.
BUILDING 3 - UPPER LEVEL PLUMBING PLAN TOWN OF VAIL
SCALE: 1 /4' an 1'-0'
o Sheet tVtittber
UBY _:� — --. - / - - -- •DATE.._
WA
P1 . 2