HomeMy WebLinkAboutB06-0019 Plans Revision #11111
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CONTRACTOR NOTE:
VERIFY ALL CLOUDED DIM'S
STAIR B302 @ GUESTROOM SUITES
(REF SHEET E409 FOR SECTION)
0 NO EXCEPTIONS TAKEN EPTIONS AS NOTED
D'REVIMED FOR tR FOR RECORD
INFORMATION ONLY 13 SEE---,,
W CHECKED ABOVE FABRICATION MAY BE UNDERTAKEN THIS DOES NOT
AUTHORIZE CHANGES TO CONTRACT SUM OR TIME UNLESS UNDERTAKEN. IN CHANGE
ORDER.
If CHECKED BELOW FABRICATION MAY NOT BE UNDERTAKEN RESUBMIT
CORRECTED COPIES.
0-REVISE AND RESUBMIT
REVIEWING IS ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE
PROJECT AND COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT
DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS TO BE
CONFIRMED AND CORRELATED AT THE SITE;• FOR INFORMATION THAT
PERTAINS SOLELY TO THE FABRICATION PROCESS OR TO THE MEANS
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION
AND FOR COORDINATION OF THE WORK Of ALL TRADES,
BV
4240 Reviewed
By
D ate
APPROVED
Subject to inspection and C to all
relevant Adopted Buil * and Municipal Code
Changes in Plan U be approved.
Date 11 By
Code:
_L1 - 18 L
ZU6
qnff
SAFEbuilt Colorado
ltto 1_4LC:LIII1J f.;Uftlflas 111w "t ri smog
rawing I as been ra%vl(swcr) bOSi,.
compi"m®r i"
Flowever, it docs noet
subcontm-tor or
f:
contractual
2007
Submittar
RECEIVED
NOY 0 5 2007
M & N ENUINEERS
CI REVIEWED AF URNISH AS CORPIECTED
REjECTED' RE VISE AND ktESUBMIT
. E3SUBMIT' spriciFIED ITEM
CIIECfCING IS ONLY FOR GENERAL CONFORMANCE WITH TILE DESIGN
CONCEPT OF THE PROJECT AND GENERAL CONIPL"'N7E WITH THE
INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. ANY ACTION
SHOWN IS SVRJECTTO THE REQUIREMENTS OF THE PLANS AND
SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS
WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE;
FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION;
COORDINATION OF HIS WORK.WIT11 THAT OF ALL OTHER TRADES;
AND THE SATISFACTORY PERFORATANCE OF HISNVOR&
Xoproe & Newell
DATE 0 7 Ay
RAILS @ LODGE
.AB302 @.GUESTROOM SUITES,
WE114
11:50:4
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Town of v
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� 1 RAMP RAILS @ LODGE
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RE IVED
NOV 0 5 2007
'f'his starfij) csr'lifies that this shop
basic
dra ing h.� b e smn for ils
i 1-1 `,
Dom. Au
not rf. the
zf-r( n any
I Hydor
S uz
mlifflica'i "o. ---DaLe
0-13 0 0 5
REV I DATE I DESCRIPTION
if
BEAM ORIENTATION
THE LOCATION OF THE PC MARK
ON THE LAYOUT INDICATES
THE END OF THE BM WITH THE PC MARK
[I REVIEWED rl UR RREC
NISH AS CO TED
E] REJECTE D O &E VISE AND RESUSIMIT
0 SUBMIT SPECIFIED ITEM
CHECKING IS ONLY FOR GENERAL CONFORMANCE WIT11 THE DESIGN
CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE
INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. ANY ACTION
SHOWN IS SUBJECT TO THE REQUIREMENTS OF THE PLANS AND
SPECIFICATIONS, CONTRACTOR IS RESPONSIBLE FOR 01,*,IENSIONS
Wit CHSIIALL BE CONFIRMED AND CORRELATED ATTUEJOUSITE;
FABRICATION PROCMFS AND TZCRNIQUES OF CONSTRUCTION;
COORDINATION OF HIS AVOPR WITH THAT OF ALL OTHER TRADM-
AND THE SATISFACTORY PERFORMANCE OFIIISWORX.
I Mpuroe & Newell
DATE'll q l 7 BY
STAIR B302 SECTION
FOR APPROVAL
ONLY
STAMP:
MIDWEST STEEL WORKS, INC.
LINCOLN, NEBRASKA
PHONE: (402) 476-7545 FAX: (402) 476-9270
VAIL FRONT.DOOR-BU ILDING "B"
151 VAIL LANE
VAIL, COLORADO 81657
Jett OR m
MONROE & NEWELL ENGINEERS, INC
HYDER CONSTRUCTION, INC.
ZIEMI JDS S"EET JOB No.
f"% r%
m E409 0
29 Oct 2007 1 1! 29:25
R
H ANDRAILS @ RAMP RAIL. 31/4
REF (1/A701)
1 -0
5r °
_i
M
3.14 1 1 /4 STD PIPE
` 2 11 /16 ( 1 0. D)
64n;-: A� X11
ONE HANDRAIL. SM 1
(7 WAGNER BRACKETS #1701 -2)
(7 3 /8x3 STEEL HANGER BOLTS)
~K� rn
ONE HANDRAIL SM2
(8 WAGNER BRACKETS #1701 -2)
(8 3, 6x3 STEEL HANGER BOLTS)
1 -0
u
EE
m
13-0
12 1
1 -0
ff
M
ONE HANDRAIL SM3
(6 WAGNER BRACKETS #1701 -2)
(6 3 , tx3 STEEL HANGER BOLTS)
13 -0
12
1 STD PIPE
(1 0. D)
ONE HANDRAIL SM4
(6 WAGNER BRACKETS #1701 -2)
(6 3 , tx3 STEEL HANGER BOLTS)
3
u�
m
3 1/ 4
m
3 5 /16
S -031
1 12
1 STD PIPE -'
(1 0.D)
ONE HANDRAIL SM5
(3 WAGNER BRACKETS #1701 -2)
(3 3 %x3 STEEL HANGER BOLTS)
m
1 -0 5
1 STD PIPE
12 1
ONE HANDRAIL SM6
(3 WAGNER BRACKETS #1701 -2)
(3 3 /6x3 STEEL HANGER BOLTS)
am
m
RECEIVED
m
NOY 0 2007
M & N tjvGINEERS
�r
EVIEWEID C3 FURNISU AS C0
REJECTED El REVI AND RESUBMIT D
E SUBMIT S PECIFIED ITEM
CR !S ONLY FOR GENERAL CONFOR11fANCE IV ITJI rIIE
CONCEPT IO THE N IN T, AND GE NERALCOAIPLI T
IN GIV IN rffE CONTRACT D D ESIGN
Sf101" IS S[iii i£Cr TO T}JE RE DIRE tY I T"E
OCiihiENTS, ANY ACTION
SPECIFS WUICIIS CONTIW61,'OR S RESPO SIRLE FOR DPLANS1ANS
FABRICATION PROCESSEShIED AND CORRELATED ATTX:EJOUSjO S ND
COORDINATIONOFTiIS {YORK ti ft TNATOP CO
AND THE SATISFACTO S REiCT10Ni
RYPERFORhfANC6OFHisWORK•fiER TRADES;
ur0e & Newell
Engineers tc,
DATE / Q 1 1 n
This sla.mi� certifies .1jam t his choir
C1rc�LVir1t2t1 rt�! `ivi� > Rar il: i{s
has t x
1�t fi� 0n ✓v:1E3'(�.cl�w $L3'ii)i �t'il�itat• i
�• 4r • �
s . �. 4 r,• w
I' U1 t:e ' t' i t;�� G g St
rsl�€t: e3i `;f: t'S3" i` ?`f' i
t�'�.�..,'c'savue...crsv - -. - .-.= mv++ •.r«x.rsaur.aw..aimw• ».muuvavmwr
0551 0 005
?9 Ent Pow
11:47:1
1 STD PIPE
( 15/$ 0. D)
s,, '1 1--0
9
WALL RAILS @ STAIRS SPl & SP2
BNT PL14 GAx8 -8
CD
;
LO
LINE BENT PLATE SNl
(SUB - ASSEMBLY)
BNT PL14 GAx22 x
ONE BENT PLATE SN2
(SUB - ASSEMBLY)
BNT PL14 GAx 1 1 13 /16 x8 -
ONE BENT PLATE SN5
(SUB - ASSEMBLY)
■w,■
2 C8 75x7-1 SN6
LINE BENT PLATE SN3
(SUB - ASSEMBLY)
BNT PL14 GAx 14 x 2_81,
ONE B ENT PLATE SN4
CIO
22
PL4x 1 /4x0 -4
T; 6- 3 / _ 16 7 —
gym"
l � I
El
PL40% 0 -10
W /2 -9 /i6 OH
4 POSTS SN?
(8 - 1, �x4lj4 W.A. )
PL12 GAx34x7 -2 SN13
U, VF��
f
12
0 f
s
Li
LI'S
5 -4
� s
(3 B2ACKETS)
14 -8
ONE SN10
(5 BRACKETS)
CLOSURE PLATE
PL /4x2x 1 -21 i
1 - 2 1 'C
ONE PLATE SN12
,
This st amp certifies th this she
drawing has been reviowed for
corri0011Ce SPA - 41 the nr �`r
1-1O�r�eVOW, it it C�C?t.'';s vend�
subcontrac or contract' d Obii }cationG.
Submittal fNo.
RECEIVED
NOV 1 00
REVIEWED 0 I+URNISH AS CORRECTE D
Et ,CTIEIID n REVISE AND RESUBMIT
(3 SUBMIT SPECIFIED ITEM
CHECKING IS ONLY FOR GENERALCONFORMANCE \VITA Tt DESIGN
INFORhIAT 9N GIVEN
PROJECT N TtIE CONTRACT DOCUNIENTS ANY A
SHOWN IS SU"MN TO THE REQU3REr,tENTS OF THE PLANS AND
SHECIFICATS TRACTOR IS RESPONStOLE FOR ri3htEN530NS
FABRICATION PROCESSES 1VORKiVI AND TECHN fIIAT OF ALL OTHER TRADES;
[QUESTOF CONSTRUCTION;
COORCATION N OF'IACTHS T '
AND TILE SATt5FORY PERFORhIANCE OF ISIS NORI{
nro &.NeNvell
�n
1DATE i
I vt Is 1 ..
29 Oct 2007 •• r 11:35:
7 1 12
1�
12
12
O, 7 71/�
owl
4 3 1a TAPPED HOLE
t
2 1 t'c
17- WAGNER BRACKETS #1701 -2
ONE SN9
(3 BRACKETS)
i
4
I
P
MC10x8.4 STRINGERS
HOED 2 -1 1 0. T. O
SN1
FILL PL
L3x3x /40-3
W/ONE -9 /16 0H @ 1 GA
(INSIDE EA STRINGER)
FILL PL
STAI ONE ■
ONE STAIR SP2
RECEIV
NOV 05 2007
M & N EfyGIN,EERS
ED FURNISH AS CORRECTED
EID Q REVISE AND RESUBMIT
3UBMIT SPECIiFIED ITEM
E FOR
CH CKING tS ONLY GENERAL CONFORMANCE WITH THE RESIGN
C CEPT IS THE PROJECT AND GENERALCOMPLIANCEWITHTHE
INFORMATIONGIYEN IN THE CONTRACT DOCUMENTS ANY ACTION
SHOWN IS SUBJECT TO THE REQUIREMENTS OF THE PLANS AND
SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS
WHICIISHALL BE CONFIRMED AND CORRELATED ATTHEJOBSITE;
FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION;
COORDINATION OF HIS WORK WITH THAT OF ALL OTHER TRADES;
AND THE SATISFACTORY PERFORMANCEOFHISWORK.
roe & Newell
"'� E AAIE �" B
13/1 G 0 H
UNLESS NOTED
This stamp certifie ti al. this shop 1
drawing has beer, revietued. lor its hjaF�Ic
C'cnipil�nce 1 it S7 e Cl:niii F .w " ✓F., l.�i.: r. < '
sutJcon,t'n or
Hy der g i : .S'�, '� Y<< �4 P ' REV DATE DESCRIPTION
Submittal \;'o. -Data: Data: N 1. 2007 SHOP NOTE
0 —�' 0 1) BEAM MARK TO BE LOCATED
AT LEFT END OF BEAM, TYP.
2) MARK TOP & BTM FLANGE &
BOTH SIDES OF WEB
DATE TO SHOP:
TOTAL WEIGHT 7
'
THIS SHEET:
PAINT; NO PAINT
SURFACE PREP; SSPC -SP2 (HAND TOOL. )
FOR APPROVAL.
ONLY
i —
JNC
VAIL ♦ 4 76-7545 FAX: (402) 476-9270
F RO NT ■
•, r r
V AIL LA
COL ORADO
MONROE & NEWELL INC
.• a
1
2 9 Oct r0
MC 10x8.4 STRINGERS FILL PL
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