HomeMy WebLinkAbout13 S200 Structural Steel Lower Framing Plan10 2.1 .0 l z / 1
`T 7 I IY I `IT 7
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42'-8 3/4" 33'-11 IoW 34' 1 1 2• 38'-0 3 8• - 32'-1 91160 29'-3 8• 2Y-7 3 4•
45'-9 18•
18'-8 15116* 18'-7 1113! 23'-10 9/16* _ 22'-9 3 4' le- • _ 374-10 1/4*
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L WELD NEW TS4x4xl/4
INTO THE EXISTING _____________y
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a 3'-5 112 '
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I'Z }e}7 I rt I
-------- ----- —
--- — - -
1-� -- W16z40 W16z40 l-� W16z40 W
l� W16x77 W18x87 - J---- --- ____ 16240 W16x40 - I ----_
y ; t.s.e.=14'-5' te.e.-14'-5' tdial 4'-5• Lf.e.-14'-5"~ + ib tasai 4'-5• X I tBlikil 4'-5" Q Ls.e.=14'-5' I - - - - - - -7"x14"x3/8"
I �w / X �� $ a BEARING PLATE
T -------------- — II, m Y
791 — — — — — — — — — — — — — — — — — — — i — —`b+ — — — — — ei — — — — 3 POCKET BEAM 8" INTO — — — — — — i _ _ _ _ �I — _ _ _ — — — — — — _ _ _ _ _ — — — e1 E
' ✓/ THE 12• MASONRY WALLTO
_ _
I i \ _—_—_—_—_—_—_—_—_ _—_— _—_—_—_—_ n W16z26 W8x35 ELEVATOR BEAM _ _—_—_—_—_—_—_-- —_—_—.---_—_—_—_—_— 44 _—_—_
III —
L—,— -------------- g I _
o-+ trasr- 27'-4•
I I I m I N+ 4"x8•x3/8" BEARING �
I '4 3 N PLATES
; W11 gig l
I e o I I SEE SHEET 5102 FOR ADDITIONAL TRENCH DRAIN ANGLE IRON.I
m 0 7"x14"x3/9"
a I 32321/4 ANGLE IRON 3x3x1/4 ANGLE IRON +b\ I BEARING PLATE
WITH TOP TO BE THE TOP OF THE T WITH H TOP TO BE THE TOP USH OF THE+� 7"x14"x3/8"
11 I BEAM BEAM I - - - - - - - - 4 BEARING PLATE
I I I W8z35 BEAMS. BEARING I —TOP OF R1 ATF n _
HEIGHT 8'-80 AF.F.
I� - % � I x 5'-0' G.G. MAX.
I
520G I 3
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le I I mmo I i 3 I e
- - - - -
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I I S200 �M x1411x3/8°
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BEARING PLATE
�— — — — — SET COLUMN 10 NORTH OF — — — — — — — .�ra�+
i COLUMN UNE 7 SO THE W16z31
Sala r SOUTH FACE OF THE 10' 16x26 d
COLUMN UNES UP WITH ' g_ I �- N
3 u THE SOUTH FACE OF THE
v n 8" COLUMNS 3 12
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— ----
,: 50 --- —__—_—_—_—_—_
520
col s� I 0
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lid In�.I
BEARING PLATE
I. 4 1 1/2" 1 1/2" I �----- TOP OF PLATE 14'
u 5200 M k 10'x10'x3 8' 10'x40"x3 8' 10"x22"x3 8" 10"x22"x3 8" 10"x22"x3/8' 10°x30"x3/8" 10`x14"x3/8`
BEARING PLATE I BEARING PLATE BEARING PLATE BEARING PLATE BEARING PLATE BEARING PLATE BEARING PLATE N
TOP OF PLATE 14' TOP OF PLATE 14' TOP OF PLATE 14' TOP OF PLATE "4 TOP OF PLATE 14' TOP OF PLATE 14' TOP OF PLATE 10' N
I TS5x5x1/4 ro W16x40 W16x40 W16x40 W16x40 W16x40 W16x40 W1601
0
- ._ . 12' _ 10'
5200 wl6x40 "a n I I B—_�_—_—_— __—_—_—_—
s.a.�18-7 1/4' K W16x40 ,8 C W16x40 + W16x40 + W16x67
-- _ ----I ----1, to ---- s.e.-16'-7 1 " K --- LiNe.-16'-7 1/4* --- t.as.�18'-7 1 4"� ---� I W i -- te.e.-13'-7 5 16" 12' _ 12' _ 12' - — - — - — - - - — - — - - - —
ITs4xex318 � _ 15SyBx3L@ X16 _ W16x40 z9'-11 1 z•27
Tw
T54xBx3Le Ts4xex3/6 'n Ts4x8x3_/8 _ _ __ _
1 1 5200 5200 x8%35800 __ J 10"x74"x3/8�. G — — — — — — — — — — — — — — — — — — — — - —
TS4z8x3 8 -
I
-�-- -- }-- �-
�- ^ - -- _- -- 15424 _ - _ _ BEARING PLATE
TOP OF PLATE 10' — — — — — — — — —
I` v 5200 6 5200
SEE SIGN — --- ----- ----- --- ------------ ----------
DETAIL s200 I
III
13'-10• 15'-9 7/18• 17'_5• 22'-0 9/1( 23'-8 1/2" 18'-6 5/8"
1'-5 5/8"
33'-0 5/18• __ 13-8 1/2• __ 30'-1 7/180 __ 34'-1 1/2• __ 38'-0 3/8• 15'_5• gy_y 32'-1 7/180 29'-4' 2Y-7 3/4" 21'-7 13/18•
5'-7 1/2"
10
8• DN
HOLES
e7atdl
9.2 8.9
%ASrF SITE AND MATCH EXISTING 5.5
TS4x4xl/4 LOCATIONS ON TOP THE
W18x71 BEAMS PROTRUDING FROM THE
. _ BUILDING . _ -t"T
2'-2
3/4"
T54x8x3/8
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VE SATIT T
�— VERSATILE 1 LLI
CONSTRUCTION
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'�nl1T T71 LLC.
GROUP,
V1�lJl lRoodLSuLitel,810
670 East Tracy
New Whitelund, mull 46164
Ph: 317.535.3679Fax: 317.636.3681
email: hnfo aom
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HOLES
IXISIING(B)
754XSK3/8
an
O O
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Date Stamped
p1.1 T.tg
O O 1/$ STEEL O O
1/4' stLfL 8• DTA
Scale:
1/8"=1'-0"
O
1/4' STEEL
CERTIFIED BY:
HOLES
W18x71 PIAIE W1 OX71
el W18x40 el
PlA1E W18x71 HOLES
Will el
W1Bx71
e1
PIAIE
W18x40
W18x71
el
-11 11 18
IN N
5'-11 11/16
-
01
4•_8 1
-
10.75'
AUTOHAUS
COLUMN
SCH.40
-
N
_
N
I
00
X
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10.75' - 10.75•
AUTOHAUS N AUTOHAIIS N
COLUMN _ COLUMN
SCH.40 SCH. 40
N N
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ca)
10.75' - X
Go
AUTOHAUS N X
COLUMN �_ 12
SCH.40
N
I
10.75•
AUTOHAUS N
COLUMN _
SCH. 40
N
I
10.75•
AUTGRAUS
COLUMN
SCH. 40
DEFAIL 5
DETAIL 4
DETAIL 3 DETAIL 2
DETAIL 1
scale: 1/4"=1'-0
scale: 1/4"=1'-O" 1j
scale: 1/4"=1'-0"
COLUMN
COLUMNCOLUMN
COLUMN
COLUMN
COLUMN
SITS
10 1/2•
SRS 10 1/20 SRS
10 STS 10 1/2'
SITS 10 1/2•
SITS 10 1/2"
B.F.F.
B.F.F. B.F.F.
B.F.F.
B.F.F.
B.F.F.
TRIPPLE-FINNED CAPITAL TYPICAL ALL COLUMNS
1. SCH. 40 PIPE 2/3 THE SIZE OF THE BODY.
2. (3) RINGS FABRICATED AT 3/2 OF THE
l' COLUMN BODY OUTER DIAMETER
3. RING THICKNESS IS 3/40
4. RINGS ARE SPACED 6" MART
ALL THREE RINGS HAVE CONTINUOUS FILLET
754x8x3/8 � WELDS ON BOTH SIDES
+ iB.6
6.7
I I I
SIGN CONNECTION DETAIL 1
48'-3 1/4•'
22'-8 1/4"' 22'-8 1/4"'
3• SCH. 40 10.75"
STANDOFF 3" AUTOHAUS
COLUMN
TYP.PLAN VIEW 4Y SCH. 40 PIPE 3" SCH. 40 SCH. 40
SUPPORT TYP.
TYP.
ROUNDED END - - 10.75*
CAP OUTSDE
THE OUTSIDE OF COLUMN
THE COLUMN. 11'-9 1/am '-9 1SCH. 40
TYP 46'-3 1/4x,11 /2' TYP.
ELEVATION VIEW
ENLARGED CONNECTION
SIGN CONNECTION DETAIL 2 DETAIL
34'-1 1/Y'
15'-9 1/2w 171_5^ 10.750
AUTOHAUS
10.75" COLUMN
3• SCH. 40 ALITORAUS SCH. 40
STANDOFF 3" COLUMNTYP
'
TYP. PLAN VIEW4.0 SCH. 40 PIPE SCH. 40
= TYR 3• SCH.q4O7400 SCH. 40
STANDOFF 3" PIPE
t.os=13'-9'
TYP.
ROUNDED END Lo.s=12'-0" � 10.75"
CM FLUSH WITH AUTOHAda
THE OUTSIDEOF COLUMN
THE COLUMN. 16'-2 3/4"' SCH. 40
TYP I v -1 w 1Aa TYP.
ly�aptlf�l a9la`.'i
REVISION
TAT
1`I
VE SATIT T
�— VERSATILE 1 LLI
CONSTRUCTION
S 1 i 1
T !'�
'�nl1T T71 LLC.
GROUP,
V1�lJl lRoodLSuLitel,810
670 East Tracy
New Whitelund, mull 46164
Ph: 317.535.3679Fax: 317.636.3681
email: hnfo aom
THIS DRAWINGS UC PN GROU LI
VAND IS NOT TO ERSATILE CONSTRUCTION GROUP LLC
OTHER PURPOSE BTHAN THE OROJECT
DESCRIBED HEREIN.
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IXISIING(B)
World Wide Motors
(� (� �+
39�� East 9�t� Street
Indianapolis Indiana
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01.26.18 sign connection details added
y
a 4x4x1 4 to 4x8x3 8
RELEASED FOR CONSTRUCTION / /
Subject to compliance with all regulations
of State and local Codes
City MCannel
Job No
17021
Date Stamped
p1.1 T.tg
Drawn By
k3et
Checked ey
tab
Scale:
1/8"=1'-0"
St1 LICtLa7 SteelLower T Iamlpa Plan
CAD FILE:
c\1721\:200 :o-adarm nal lower framing plan.dwg
CERTIFIED BY:
0 ' DATE: 09/10/18