HomeMy WebLinkAboutB06-0019 Plans Revision #6to
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TOTAL WEIGHT 478
THIS SHEET: I
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RED OXIDE PRIMER
(2- 5tx 4 WEDGE ANCHOR)
(6- 3'4 THRU BOLT)
RECENED
MM 2
& N ENGINEERS
)IREVIEWED rj FURNISH AS CORRECTED
REJECTED [3 REVISE AND RESURN1.
El SUB1 SPECIFIC D yj
Monroe &, Newell
Encin"m laf-
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FOR APPROVAL
0 1\4 L Y
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(I-C12x2O.7 x 8-0) A992 8-0
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31 - -Ni u
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TOTAL WEIGHT 478
THIS SHEET: I
. rA I IA I - I I
RED OXIDE PRIMER
(2- 5tx 4 WEDGE ANCHOR)
(6- 3'4 THRU BOLT)
RECENED
MM 2
& N ENGINEERS
)IREVIEWED rj FURNISH AS CORRECTED
REJECTED [3 REVISE AND RESURN1.
El SUB1 SPECIFIC D yj
Monroe &, Newell
Encin"m laf-
Ln
FOR APPROVAL
0 1\4 L Y
K
(I-C12x2O.7 x 8-0) A992 8-0
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(E) 7 TREADS @ 10 = 6-3
3
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EL: 8186 -4 'cZ
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IN LIEU OF ANCHOR BOLT
EL: 8172-0
T.O. CONCRETE
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VA' IES 4-1 '4 t , (E) 6 TREADS @
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CONTRACTOR NOTE:
1. GATE & RAILS ARE NOT DETAILED
DUE TO AMOUNT OF UN—VERIFIED DIM'S.
2. PROVIDE POST LOCATIONS
TO EXISTING POSTS (TYP)
3. VERIFY ALL CLOUDED 11141 %J
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V, I-F
EL: 8177-8
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FOR APPROVAL
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STAMP: n %
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DEJECTED RLVISE AND RESUENIIT MIDWEST STEEL WORKS,
SjJBMlT SPECIFIED ITENIll LINCOLN, NEBRASKA
TOTIN5,41, I PHONE: (402) 476-7545 FAX: (402) 476-9410
Co'C
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r
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INFORM
I _N' , I *' T'�
R —VIEWE
Al Tkl "- JOB I
StTF4 151 VAIL LANE
IV 'c s'l l 0- co'N%RUCTON
AL REV DAT DE SCRIPTION I
fil s I
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c y V �j�opNJANCZ OF HIS VAIL, COLORADO 81G57 09
ANDT)IF SATISFACr011 SEP
1%,I & Neviell
Euginccr% ARM OR ENG
MONROE & NEWELL ENGINEERS, INC
DATI'_ S�AFEbuEillt Colorado cow"am N OiF \JAIL
HYDER'CONSTRUCTION, INC.
ANDY LETSC to. to. I
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02 May 2007 15:12:27
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ONE L4x4x 1 /4x 1-0 SF4
GRADE: A36
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2 BNT PLATES SF2
5 PL%x4xO-S SF5
I GRADE: A36
Fit
2 BNT PLATES SF3
i -
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2 PL 4x4xO-8 SF6
I GRADE: A36
RECf-lv
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FOR APPROVAL
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-IBM
DESCRIPTION
,SHOP NOTE:
MIDWEST STEEL WORK'0, INC
LINCOLN, AELPASKi,
PHONE: (402) 476-7545 Fk . '402' •, -927-0
VAIL FRONT DOOR --BLjILEINC-,,,'E
151 VAIL LANE
VAIL, COLORADO 816!
J" OR 94
MONROE & NEWELL ENGTINEEERS .1 i\ C
DWMXTW
HYDER CONSTRUCTION, INC.
-- 35i
ANDY - LETSCH T- T --%T w-
I SF I 06-5G
13 Anr 2002
STAIR & RAILS @ L DGE (STAIR D108)
z 1 /4" FILL PLATE 1 1
7 SE4
_V SE4
I
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2
VERIF
1 0
1 0 ,
12
REF (3, 5 & 6/A701)
REF RFI B-159 (SSK: B043 THRU B055,
ASK-B-041 & 042)
spy 1>
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(7 REQ'D)
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7 TREADS @ 11 = 6-5
7-6
1 STD PIPE
X A G 1 E R t 3 4 1 �l 15,E O. D)
STYLE._ B T Y, PE 1 --;_i
BRA(_'KET 4 RE C.
GNE'HANDRAIL SE2
(4- 3 /8 X2 'LAC, BOLT)
(4- 3 •t x1 LEAD SHETLD)
TREADS @ STAIR SEI
1
BNT PL 14GA. xll
ml
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EL: 8177-8
T.O. CONCRETE
1 /4" FILL PLATE
ONE STAIR TREAD SE4
(SUB-ASSEMBLY)
1
BNT PL 14GA. x22
7 STAIR TREADS SE5
(SUB-ASSEMBLIES)
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WAGNER *3418
STYLE B TYPE 1-H
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12
ONE HANDRAIL tE,2.-6F-_5
(5- It x2 LAG BOLT)
(5- 3, x 1 1 LEAD SHLILD)
1 -SF4
(NS ONLY
4 CUT FLUSH NS & FS
2 GOL
2- A325N-TC
151 16 x 11'$ 3 BEAMS SE?
IN OSL W 7 (2- 3 /4x8 WEDGE ANCHOR)
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REV DATE DESCRIPTION
SHOP NOTE:
MARK FACE "A"
"WEST"
O NE C 0 L U M N c.J*E_ 11 '2'
(4- 5 /8x4 1 /4 WEDGE ANCHOR)
DATE TO SHOP:
15 /IG OH TOTAL WEIGHT 5844
THIS SHEET:
UNLESS NOTED
PAINT:
NO PAINT
SURFACE PREP:
SSPC—SP2 (HAND TOOL)
FOR APPROVAL
ONLY
STAMP:
MIDWEST STEEL WORKS, I 1 \1C
LINCOLN, NEC 11ASKA
PHONE: (402) 476-7145 FAX; (402) 475-1270
Ul D I N .19-)
VAIIL FRONT DOOR- BJ
151 VAIL LANE
FIL, COLORADf-] 8'G_j
ARCH M M
MONROE & NEWELL E N G I ;\1 EE R _Q
CaNTRACYM
HYDER CONSTRUCITLON, IN","'.
a" ANDY LETSCH W. ics wl.
ll
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REV DATE DESCRIPTION
SHOP NOTE:
MARK FACE "A"
"WEST"
O NE C 0 L U M N c.J*E_ 11 '2'
(4- 5 /8x4 1 /4 WEDGE ANCHOR)
DATE TO SHOP:
15 /IG OH TOTAL WEIGHT 5844
THIS SHEET:
UNLESS NOTED
PAINT:
NO PAINT
SURFACE PREP:
SSPC—SP2 (HAND TOOL)
FOR APPROVAL
ONLY
STAMP:
MIDWEST STEEL WORKS, I 1 \1C
LINCOLN, NEC 11ASKA
PHONE: (402) 476-7145 FAX; (402) 475-1270
Ul D I N .19-)
VAIIL FRONT DOOR- BJ
151 VAIL LANE
FIL, COLORADf-] 8'G_j
ARCH M M
MONROE & NEWELL E N G I ;\1 EE R _Q
CaNTRACYM
HYDER CONSTRUCITLON, IN","'.
a" ANDY LETSCH W. ics wl.
ll
REF (3, 5 & G/A701)
REF RFI B-159 (SSK: B043 THRU B055,
ASK-B-041 & 042)
SUPPLY LENGTH
=(I 7 A992 ?�7td"' \UF
0
rS7
if
REF (3, 5 & G/A701)
REF RFI B-159 (SSK: B043 THRU B055,
ASK-B-041 & 042)
SUPPLY LENGTH
=(I 7 A992 ?�7td"' \UF
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ltl 2, N T PL
(FIELD CUT AS REQ'D)
EL: 8182-5
T. O. CONCRETE
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SECTION J-J
REF (3/SSK B048)
VERIFY
VERIFY
SF3
1 /4 BNT PL
(FIELD CUT AS REQ'D)
EL: 8181 -7
T. 0. STEEL
'(E) CMU WALL
VERIFY
2-0\1 OL
4 1-4 4
,,SF2
1 /4 BNT PL
(FIELD CUT AS REQ'D)
/EL: 8182_5
T.O. CONCRETE
iy CD
: 6 2
T. 0. STEEL
W8 x 10 "
[�REF LAYOUTJ
FOR PCMK
SECTION K-K
R "F
13 E R,-
REVIEWED 0 FURNUSH AS COIRRECTED
REJnCTED Ej REVISE ANDIftESUIRINITT
[j- SUB WAIT Sr-ElCMED IT t",Nl
clfrcM%'G;s ONLY roil GErm'Ar' corvormw"�ri
COINCEPT OV Ti*ll PrOlMT A"ll c
lEl""EfI,,j
INFORMATPIN GATN IN THE CONTRACT rWWl
SHOWN IS SVDJFCT TO TIM MFQVMFM
SPECIFICATIONS, CONTAACTWI� if, P
WHICItSHALL BE CONVO-IMM�) AN'! (T`�; I %�i
WIPICATION* PR0Cf,SS';*,S
COORKNATION'0 IMS WORK �k Mt , ?l T
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AND THE SMISFACR)PV ",,RFORMAN(',
RADVS;
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IDATEA 2013WL _ r4t.,
IREV I DATE I DESCRIPTION I
Awma
FOR APPROVAL
ONLY
MIDWEST STEEL WORKS, I NC _
LINCOLN, NEBRASKA
PHONE: (402) 476-7545 FAX: (402) 476-9270
VAIL FRONT DOOR--BUILDING
151 VAIL LANE
VAIL COLORADO 8 1 1 Cl 3�
ARCH OR CHC
MONROE & NEWELL
ccmmcm HYDER CONSTRUCTION, INIC".
D"N ANDY LETSCH SHEET NO.
CHO
E 4 02
11 Amr Pnn7 1o!Fot4F
AL il \,"--SE7 SE2"--,-,,
W8x10 HANDRAIL
(EL: 8181-71,12) (2-10 A.F.F)
DOWN TO EL: 8177-8
EL: 8182-0
T.O. CONCRETE
-SE7 SE3
W8x10 HANDRAIL
(2-10 A.F.F)
12
t wtmk(4 CD
EL: 8177
T.O. CONCRETE\,_r
0
EL: 8 18 1-7
T.O. STEEL
W8x 15' u
REF LAYOUT
FOR PCMK
SE 1 4 ,/
BRG PLATE
W1 5 /8 WEDGE ANCHOR SECTION B
REF (4/SSK B049)
I V, 1, ir.
EL: 8177-8
T.O. STEEL
W8x 15' v u I
EL: 8182-5V
T.O. CONCRETE
%
r�kEL: 8181—?�
� !i T. 0. STEEL 0
W8x 15' W8'' 10
REF LAYOUT REF LAY01Lff
FOR PCMK SECTION F FOR FCMK
REF (9/SSK B054)
W8x10
W1 2- WEDGE ANCHOR
REF LAYOUT
FOR PCMK
SECTION G
SE 16
1 /4 BNT PL
(FIELD CUT AS REQ'D)
e r i m O 88 O
ikEF LAT111111 I 1�
FOR PCMK jjj M!
w8x 15'
REF LAYOUT
FOR PCMK SECTION D
=��R
is EL: 8182-5tt
T.O. CONCRETEO�
%
c>
7
EL: 8181-7
T.O. STEEL
L
7
REVIEWED BY
SE 13
EMBED BRG PLATE JUL 0 9 ?007
NEW ANGLED CMU WALL-
SArEbullt Colorado
4 Des'%.,
W8x15
(THROUGH CMU WALL)
REF LAYOUT EL: 3177-8
T. O. STEEL
FOR PCMK f4
L
0 NO eXCEPTIONS TAKEN Ns NoTi5tj
0 REVIEWED FOR
/ b1 X F r T. E :',IEO FO RECOPD
INFORMAPON ONLy 0 SEE
[B;RGPMLATE IF CK"ED A80VIE, MEMCAVON MAY SE Lg,*
4uTkk1RVE CHAKIESM MiTRAC ERTW-eN Th! OCIES IrjT
ORMR T sw OR nrAe UPt�Ess S t"I c
IF
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ERIFY SECTION H
V 0 REVISE AND PESLi8,IjjT
Pray I M A k E VA n - I T H L . t S, EPT OF TK=,
E TA, UAN s r TH JNF�DR
NT It """SpKaN
I � "P" C�WMACT
N 0 FIA11.4 V!hrtlq� Ons To De
mm"s E A THE $1 T*N Tt�A r
ELY T AP5 TION 9
C S
AND P
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It T JN FTHE:v KoFa
A
j.
STAMP:
MIDWEST STEEL WORKS, INC.
LINCOLN, NEBRASKA
PHONE: (402) 476-7545 x (4 0 E
VAIL FRONT DOOR—BU I ING I'D"
REV DATE DESCRIPTION 151 VAIL LANE JUN 1- 5 1 907
V A T
JLL, COLORADO BIG VAIL
ARM OF M
MONROE & NEINELL EN GT EERS, INC
CM111mcm
HYDER CONSTRiUCTIO"11,
mm ANDY LETSCH
Z
E�03 ( J b
13 Apr 2007 10 :0 : 42
c
SE 1 4--_,,�
BRG PLATE
•
REF LAYOUT
FOR PCMK