HomeMy WebLinkAboutB06-0021 Plans Rev. #10w o
7-1
7.1
9-8
!.w
cu
AL = jA
EL: 8187-0 1 I III C I
'41--'T.O. CONCRETE 14 1 111 I
DOWN T1 EL: 81 2-5hl
C:) Alk EL: 8182-5h
STAIR 3E8
/T.O. CONCRETE
SE5
SLAB EDGE STAIR SF3 I I i SE3
L '
W/ ATTACHED RAIL I I ill SE4 I DECK LEDGE L
i
C SLAB EDGE 113-01
i II ill (BTWN STRINGERS)
- 8 1 8 1.
7 SPACES @ 11 6-5
SE3 ' I - - - 1 4
DECK LEDGE L
81RISERS e 6 -(4) 4-A
1 13-01
La HANDRAIL
(3- -- A.F.F)
1WIF1 01 1
4L — — — — — — — —
F-: 1 I I I
IIJIB
S' C: ; DOWN FO EL: 8177-1 If I
<D SE7 I - III 1
HANDRAIL
(3-0 A.F.F)
ru
c0 i I i
SE3 '--SE3
DECK LEDGE L DECK LEDGE L
14-01 4-9 7 �SPACES It = 6-5 4-8 14-01
8 RITRS @ 6 G -(4) = 4-6�
co
STAIR 1902 @ SKIER SERVICES (GMM LOW
m
7-1
7.1
9-8
w
8_0
8 -1 4 6 -9
l y
4-9 7 SPACE $ @ 11 = 6-5
8 RISERS @ 6 31 16 -048) = 4-64
9
HANDRAIL
- — - — - — - — - — - — -
LO A.F.F)
A - - - - - --
-
C3
c UP TO 1: 8182+5%
CD
SE3 z_4:,h_EL: 8177-111/4 I j l STAIR SF3 DECK LEDGE L - - I —
T.O. CONCRETE
[13 -0] i C �' 1 ' EL: 8170-0
T.O. CONCRETE
I All
4
ao CD ALm I f
o SE4 C i�
SLAB EDGE
(BTWN STRINGERS) I11 1
.9 CD : 8d
DOWN TOEL 0-0
CF� 0f
STAIR SF2
On
1 III
IF 7
cc
Cx.i
SE3
DECK LEDGE L
14-01 i 4-9
13 SPACES @ 11 = 11-11
14 RISERS @ 6 -(x/16) = 7-11
7
— - — - — - — - — - — - — - — - — - —
STAIR DS02 0 SKIER SERVICES (LOWER LEVEL) AA
m
HANDRAIL
(3-0 A.F.F)
6-6
6.5
1-4
AI
8 8
This slmmp cm thai this shop
for i basic
i' vandor froirn any
STAIR DS02 @ SKIER SERVICES
RECEIVED
All
JUN 1 2007
8u A
bm it,azl No. &00. P-_" 6J FOR APPROVAL
M & N ENGINEERS
ONLY
STAMP:
REVIEWED n FURNISH AS CORRECTED MIDWEST STEEL WORKS, INC.
LINCOLN, NEBRASKA
0 REJECTED 0 RE V1' SE AND RESUBMIT PHONE: (402) 476-7545 FAX: (402) 476-9270
SUBP41T SPECIFIED ITEM
CHECKING IS ONLY FOR GENERAL CONFORMANCE WffII THE OF
CONCEPT OF THE PROJECT AND SIGN VAIL FRONT DOOR-BUILDING 11 D
GENERAL COMPLIANCE WITIJ THE
151 VA
'OMATIONGiVEN IN THE CONTRACT DOCUMENTS. ANY ACTION
SHOWN IS SUBJECT To THE nEwRimENTS OF T1119 PLANS AND REV DATE DESCRIPTION IL LANE
INr
SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR Dr.mr-sIONS
W11101 'I 'IE CONF IRMED AND CORRELATED ATTu JouSI I
FABRICATION PROCESSES AND TECHNIQUES or CO VAIL, COLORADO 81657
Tj
COOM OF HIS WORKWITH TIIAT OF ALL OTHER TRADES;
AND THE SATISFACTORY PERFORAtANCE OF HIS WORK- ARCH IN MG
Monroe & Newell MONROE & NEWELL ENGINEERS, INC
DATE-kW&BY CONIRAMR HYDER CONSTRUCTION, INC.
mH ANDY LETSCH SIIEET NO. W.
CWD
I E403 r 06 54]
08 Jun 2007
09:27:36
U
rig]
7. l
7 -1 9-8 8-0
I I SECTION A-A
lem
Flyder Ccnabvcalion:—
Submittal i\lo. — Date:
RECEIVED
JUN 1 2007
M & N ENGINEERS
(3 f#0 ffXCEPnONSrAtCC
13 Rit FOR C OTN
"eftxNAINEDF0R` AS N REC
INFORMATION ONLY 0 SEE
AV=j9D= FABRICATION llAY MDj T14S DOES es
OROER, TO CONTRACT Sw OR -D
STATED IN CfIANof
REVIEWED OfF URNISH AS CORRECTED
&ZOM"I'll"Or FA S R 'CAPON f4ky NOT or UND RESUIWIT
REJECTED RE VISE AND RESUBMIT
0 REVISE AND RESUBMIT El SUBMIT SPECIFIED ITEM
Rf" C YIN CONFORMAN
PR0,T Cr GS ONLY EPT OF THE
r r
AID 0t,,uA,4F "IT
T, I,
� E
T.
00CWENT-5, THE CoWpACTOR ISE 2P1,1 �, C , CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH 7719 DESIGN
-M�D AND CORRELA-rCD I � &' E FOR CHE PROJECT AND CIZINERALCOMPLIANCFWITU THE
CONFIA RE-p( �NS) . CONTRACT
PERTAINS SOLELY TO TH AT THE SITE )WI!NSIOfIS T HE. CONCEPT OF T
E FASRIQATION FrIE, FOR INFORkIATION THAT INFORMATIONGIVEN IN THE CONTRACT DOCUMENTS. ANY ACTION
V'ETHODS, TSCHNIQUES sE ^_ESS Or,
CS WHICH SHALL HE CONFIRMED AND CORRELATED AT THE JOB SITE;
AND FOR COOROINATIC� OF TO T MEANS siON�N is simiker TO THE REQUIREMENTS OF THE PLANS AND
TIC �,"IOIPLL jn t-' t"'P rONSTRUCTION: SPECIFICATIONS, CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS
A le Jay ]FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION;
COORDINATION OF HIS WORK WITH THAT OF ALI, OTHER TRADES;
AND THE SATISFACTORY PERFORMANCE OF HIS WORK
Monroe & Newell
Date Eagl
% c.
DATE,
This slam
wi i'llat 611* Sh 0
' c ' , 1,
d
wo no.
i voiidor I STAIR DS02 SKIER SERVICES
08
Jun
2007
B EDGE
ATTACHED RAIL
SECTION B
SE4
SLAB EDGE
(BTWN STRINGERS) 1/4 TYF
TYP 1/4
1 /4
. ,4
SECTION C-C
CHANNEL SUPPORT @ LANDINGS (STAIR DS02)
REF (1, 2, 3, 4 & 5/A700)
(I-C8xI8.75 x 7-11 A992 8-0
Lj
—I .sj
1 -SE2
(FS ONLY)
1 GOL
0
< S 5
IN OSL
3 SIDES
---------------------------
3 BEAMS SEI
(12 3 06 1 4 WEDGE ANCHOR)
- : 90 1 Vu
tk
I -SE2
Ot (FS ONLY)
RAILS @ SKIER SERVICES (STAIR DS02)
REF (1, 2, 3, 4 & 5/A700)
8-77/16 77116
12
1 STD P IP E
1% 77116 1 1 0.D)
12 2 HANDRAILS SE5
(6- WAGNER BRACKETS #1701-2)
(16- 3, tx3 HANGER DOLTS)
(16- ?/i6x1 LEAD SHIELD)
0
< 5
c4T
[
6 L3x3xl/4xO-7 SE2
(SUB-ASSEMBLIES)
DECK LEDGER ANGLE @ LANDINGS (STAIR DS02)
L3 x 3 x 1 /4 x 20-0
9 SPACES @ 2-0 = 18-0 1-0
--------------------------
.3 ANGLES SE3
(30- 1, �x4 1 /4 WEDGE ANCHOR)
0
CHANNEL SLAD.EDGE @ LANDINGS (STAIR DS02)
I-C12x20.7x0-1
2 CHANNELS SE4
15-11/16 7 711
12
(INSI
1 STD PIPE--
1 0. D)
12 ONE HANDRAIL SEG
(5- WAGNER BRACKETS #1701-2)
(5- 3 /8x3 HANGER DOLTS)
(5- ? /I6 X1 LEAD SHIELD)
STAIR @ SKIER SERVICES (STAIR DS02)
REF (1, 2, 3, 4 & 5/A700)
4-0
ORE THUS SE7
SHOP NOTE:
GUARDRAIL
CNTR'D ON
C12x20.7
F
POSTS- 1 X-STRONG PIPE
HORIZONTALS- 1 STD PIPEI
,rr-r--w--r�
SHOP NOTE:
GUARD/GRABRAIL
SYSTEM CNTR'D ON
F.S STRINGER ONLY
REcEive)
JUN 1 2007
M & N eNGINEERS
[:1 REVIEW E D )IFURNISH AS Co
0 REJECTgr) RREC-TE, D
0 RE VISE AND RESUBIWIT
0 SUBMIT SPEcIrjE ])ITEM
afECIUNG IS ONLY ron GeNrRALCONrojhj
C
CON -n'E DESIGN
"'AT GIVE 11jrCT AND , "T" Tile
O
S""'
Sp TO T C n O E4 NT V R lt ' r 7 lE ' ) N O TS 7�' r EN7� i S
SPECIFICATION - T ' 1, "'�
NS, j
`�$ Iti C0 N , ' , 1j1ACT( , )R A, 1 , ,,
()R . A�D
C
Or CAT'O PR?,CrSS' AND TECj1 A C T O T ',, S O T
F A
g ,
AND TijESAT Orj fA 'N
C,
tF 'JA C T OF AL
iI TiLiDES:
""y
Alouroc pq�,,,vejj 0
DAT_6J(_t Ergincers, k
y
STRINGERS- C12x20.7
HOLD 4-0 0. T. 0
rUDID I'fq A r1F
HORIZONTALS- 1 STD PIF
IWO Q'If0i"11P CO311tifles that this shop
sen for its ba-sic
ntra , Dc'ument's,
00,
It I t. ct
d n0t 1'i fluff'! tho
or vendor from any.
I corl— uu.
Illyder 0ons
Submiftal No. tl � Date:
SF1
(NS ONLY)
(3 REQ'D)
CNTR ON POSTS
NS Wen
R ?� J T'O AS NOTal)
"CE'
ONLY !r:;_fA1nr
11� RECORD
0 SCE
TO hAy BE QN0;.1A11,
t'(M OR T UN t CSS STATED IN, E T
FAUAICATON MAY 014!�OE
y B 11TA11N, RESUStryT
Ct +REVIEVitnG i5 "VSF AND RESUBMIT
oRp MY FOR
, " ". 0
cRGC Mc R1.1A,110E VIlM
S T, "
S. THE NCE'Nim I "T1 I
rXON T R ) - S 1. PIC c- OF THE
RTA re 18L F R gj
. SOLE THE . ild "
ET TO IS FA8 I T F F "s TO ON eE
'AND FOR i f 6 SE U C AN E, T THAT
T, F , 0 - " 11E
e . � z S F CTANS,
K F L
2/10 "Y�iI4
'Wed 6
Reviewed 6
Dale
ONE STAIR SE8
(CONT.) STAIR @ SKIER SERVICES (STAIR DS02)
REF (1, 2, 3, 4 & 5/A700)
SHOP NOTE.
GUARD/GRABRAIL
SYSTEM CNTR'D ON
F.S STRINGER ONLY
,STRINGERS- C12x21 .7
HOLD 4-0 O.T.0
POSTS- X-STRONG PIPE
HORIZONTALS- 1 STD PIPE_
- T
FILL PLATE--,
(NS & FS STRINGERS)
t this 'skilo
This
cot
14-
"Toro al
vorldor
PF7
orconns' ction
On:
SUL-inlittal No. aE�t�Date:
SF1
(FS ONLY)
( 3 REQ'D)
CNTR ON POSTS
FILL PLATES
(NS & FS STRINGERS)
0 t4 o E
;AC,EPT10NS TAKEN �ar4z
0eVI X EONS N TE
heD roR "EC AS 0 L) CI TA ] p T , Nr
INFORMATION ONLY 0 SEE DFOR�RECORD
isff= 14 4Y BE UNDERT
COMPACT SW OR TWE . T
LWLESS STATED JrI CHAWa
IF ZcICE0 Sa%V FABRICATION MAY NOT
CO MO COMES. BE UNDERTAKEN. RtSUBrr
REV lE4Y! NG tS NL 0 REVISE AND RESUOMIT
A � p I' I"F
p A� A14 WITH WITH THE DESIONcOOceprOF TV,9 tN C TS T# ACTOR
' Is TO Et;
A C Et; PERTAINS S C RRELATCO AT THE S '= INFOAMAT
SO LELY �
T HN UE TH S. -S5 'A S AND T N,0 S ? THAT
; = A T6 7� 6AND
A RO "" AT ' N F-EWORKOFALL-MADES ':� OF CONSIRUCTION,
4240 By
Revidwed
SHOP NOTE:
GUARD/GRABRAIL
SYSTEM CNTR'D ON
STRINGERS- C12x2O.7
HOLD 4-0 1 .T.0
POSTS- 1 X-STRONG PIPE
HORIZONTALS- 1 STD PIPE
ONE STAIR SF3
RECEIVED
JUN 1 2007
M & N ENGINEERS
R EVIEWED
AS C RR Cr 1)
0 E
-REJECM '7
U'
13stiB 'VISE AND P.Esay B AIXT
RE
CREK 51 " PS "CIFtSD
C0j,C C g"G I % F S 0 1 1 ITEP4
P7 , ' r, 1 0 'E"t VITR �11CA'ICEV,*r,' Dr IGN
"E P;t(' Co
S I NFOILNfATIONG IV ) "Wr V.L GENERA
1101VN IS S SUB EN I T,, CO
,,r.tA _r Tit
SPECII" 'r, T '
CA O,�,
S
%rftACToIj t
'A R FIN AND
FAa jzIcA . r10 ' 1 ' jB At% ESro , -
N, h,1rO
L ,
CO ORRII
ANID A C" "Im E.
7 S T'OM or' 'Oltfi TI Qv� 6, T
All"A10 % " 1 "" 1,1, 0 1
rte 1Y ALL O TUER MtDES.'
t En iaeers, Inc
* &Z
DNrE
08 Jun 2007
09:27:44
ONE STAIR SF2
(2- 1 /�X4 1 /4 WEDGE ANCHORS)
TREADS @ STAIRS SE8 & SPi
13 /4
12
17 7 t] ,
BNT PL 14GA.xV SG
WURIFM�m •
1
14 BNT PL 14GA.x22%0-6 SG2
(SUB - ASSEMBLIES)
1
2 BNT PL 14GA.x1 7316x3-6 SG3
(SUB-ASSEMBLIES)
TREADS @ STAIRS SF2
3 1A
ONE BNT PL 14GA,X54A-6� SG4
(SUB-ASSEMBLY)
1
12 BNT PL 14GA.x22 SG5
(SUB-ASSEMBLIES)
13 /4
rl-
12
I
La
C;-
C 0
ONE BNT PL 14GA.A--6 SG6
(SUB-ASSEMBLY)
BUYOUT SHIP DIRECT
FIELD BOLT LIST
J UN 1 2 007
E REVIEWED El FURNISH AS CORRECTED
REJECTED El REVISE AND RESUBMIT
El SUBMIT SPECIFIE, D ITEM
C"CC' ON
E DESIGN
Y G f
PR Nr ' r
TO T IS , A O. ""AN, - ";ITI
'N �
C, 1 , C RLC
INFOIlllIATIONC.,,�T rN' TIE REQ lN T1 Cot, TJITIIE
IS SUB UP NVACTIO.11
ul ElI
'CT ' �l
" %Fl '
SP CO P AND
CO NTRAC TOR IS Rrsp(
CONFIRMED SIONS
... C,.SALI, )NSJ�LE rou
,UE AT011 ' SITE;
FABRICATION PRO' CITZ, \ ,S
(: NATION Or Il'ISSES AND TE , U(*TION;
A "D s "Pa"" nA Or AL L Or IER TRAM;
ATISFACT 6 T , A 11 I T :or _ I
"
ORYPERFOR
Monroe & Newell
Eng* eccs Inc.
DATE (P Wj D
y
FIELD ATTACHED BRACKETS (STAIR DS02)
TAPPED HOLE
2 1,E
C) "0 CEP71ONS TAK gUCEPTIONS AS NOTEt)
0 RE jEj
rMD FOR , R E TAINED FOI `RECORD
INFORMATION ONLY ❑ SEE
WIeXilON MAY SE UNDERTAKEN. TKS DOES wr
ro�"E C = M
TO CONTRACT " % OR TWE UNLESS STATED IN CHq4E
CORkEGTEO COPIES.
FABRICATiON MAY 140T BE tfts)gPTAK Rr
❑ REVISE AND RESUBMIT
F N
�e BEST CO'46" or 1 �
T '
WN CONTRACT
r" FOR CO
-F R 6, To BE
ORMAT PROCESS O� TO "E
S
ReV N� NOC C CO
E
DOC UME NTS . 0 ' T
W "O N LY Y To T Hc O� CTA
0
T HE C
4
0
W �0 SOLELY I`AlR CA
�,�
'T t"C McoFwt$ OF CONSTR
� M W NOU S 60U C
s
T �0 'E N " T" .0" L T RA D ES
I F WATI 01PAI
�' 2 -4 0 By--- .. -._.
ROYfewod 13
11 - x 3 HANGER BOLT
11-' x 14 LEAD SHIELD
35-: � x 4 WEDGE ANCHOR
13- 2 V4 x 6 WEDGE ANCHOR
'lop
L
baSiC,
e,
Ci ul
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