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NP 110 242
ROOFING, REFER TO ARCH
CONTL6X4X3/BLLH, 3Ni0GAGALVMETALR00FDECK.NO GUSSET
� SPLICEASREOD HANGINGLOADSTOBEAPPLIE�TO CONNECTION,
� �ECKWRHOUTENGINEERAPPROVAL REFERT03/SL31
+
�TOPCHORD, ROOFBEAM,
REFERT041S-031 REFERT03/5�431
-2" SUSPENDED GEILING
FRAM WG, REFER TO 3/&431
- Eo
SHEAR CONNECTION BV STEEL
FABRICATOR, Vu = 20.OK TVP
� SUSPEN�E� CEILING,
REFER TO ARCH
TRUSSBRANCH,
REFER TO 4/5-431
HAN�RAIL, REFER
TO SPEC. RAILING
NOT IN BP p4
HANDRAIL POST,
REFER TO 41SL31
BOTTOM CHORD,
REFER TO 4/SL31
s 3'3' , t 3'-0"
3" 20 GA GALV COMPOSITE METAL �ECK
a 2ll2' OF CIP CONC (5 VT' SVSTEM)
fiXfi-W2.9XW2.9WWFCONTON#4
@ 1Y OC CONT ON 3 VT' SUPPORT
SVSTEM. SPLICE REMF AT DECKING
MI�SPAN AS REQD:
1Y' MIN LAP FOR W WF
2A" MIN LAP FOR MA
t 3'-0" s 3'3'
I�CLAD�ING,REFERTOARGH �ROOR6EAMW1�3)12"m
HSA X 4', REFER TO 515-a31
� CONTL6X4X3I8LLH GUSSETCONNECTION, �
I (BETWEEN GUSSET
CONNECTIONS REFERTOSIS-431
�0 aL3-�2X3-1�2Xila SHEARCONNECTIONBYSTEEL
2 _ . . FABRICATOR, Vu = 2� �K TVP
PEDESTRIAN BRIDGE SECTION
vz. = r �.
PF 0
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�
IA 2-12 V"'
TO STL EL
� kEFHZT041S-031
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CURTAIN WALL REFER
TO ARCH. COORD
CONNECTION
LOCATIONS W/ TRUSS
CHORDS. TYP. CURTAIN
WALL NOT IN BP k4
TYP @
t/d POST
2
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0 REFERT0415431
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m NP @ CHORD EN�S,
r 112 FIEL�WEL�AT
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:, — — — — — — — — — — — — — _
� 114 242 TVP -,� ,_
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I - REFER TO SPEC 0996�0
't �`�;�'
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PEDESTRIAN BRIDGE SECTION
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0 V2" PLATE WASHERS W/ 1 5116' 0 HOLE
I TYP UNO, TACK WEL� BOTTOM NUT I
TYP
1/4 V4
1 V2" BASE PLATE, SEE ASIDE FOR
ADDL INFO. PROVI�E ZRC ON BOTfOM
3„ I�, I �.I 3., 3,• I p„ I a„ I 3„ (4�d9TOPW/ST�HOOKEAEND OFPLATEPRIORTOBRIDGEERECTION I I
1/4"GALVLEVELWGPLATE&ANCHOR � -
3" TVP TEMPLATE, SEE ASIDE PoR ADDL WFO gp STL EL
YCLR I CLASSBLAPSPLICE p"GROUTBED
T�'P @MIDSPAN - - 12B'�1 il0'
B - — - TOBEL
. • ,. � '. - - - = 128'-11'
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I � I (1'-4'MINLAPJ (1'-0'MINLAP) °I
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� �:
I REFER TO CANOPY DWGS
I �_p•,, p_p�� ,•� FORCANOPYCONNECTION v p.0" 1'-0" �
I �� ��
II CIP CONC WLUMN TYP I 9 0�
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��z�ireveaT�w/$To ` � ��� in 6
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SECTIONA-A NP ` � •
TO GRA�E/PAVING EL
II'VERT REINF TO BE CONTINUOUS � a� a
OR MECHANICALLV SPLICE� W/ REFER TO CIVIL
SPLICES ABLE TO �EVELOP 125 % Fy
IN TENSION 8 COMPRESSION � � -
i 51�6" B HOLE, TVP � QP CONG FOOTING �
�
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RELEA5E0 FOR CONSTRUCTI�N . � � � " �• . �
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Suhjec��ocompliancewithallregula�ions = -
.
04 S�a�e antl Local Codes
City of Carmel
� �PORT
�{�n„� i,.�a��
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PE
I�
SECTION A-A
10' 0' MAX
L6%4X318 LLV AD�L AS REQD
FOR ROOFTOP E�UIPMENT,
REFER TO 3/5-431
L6%4X3/8 LLV
A�
¢
0
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a
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Ll3 UNO
I L6XA%3/8 LLV I
ILI3UN0 I
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316" CLR
1 1/2" CLR
113 UNO ��
NOTE:
PROVI�E A��L FRAMING AS SHOWN FOR OPENING512" SOUARE OR LARGER.
VERIFY SIZE AN� LOCATION OF OPENINGS WITH ARCH 8 MECH.
TYPICAL ROOF EQUIPMENT & SUSPENDED CEILING FRAMING
NOT TO SCALE
4.4
1'-�6• 6• 6• 6•
HSSCOLUMN
I
'=1'-'
12 fi„
m,s.
TVP�1/4
H55 COW MN
15/16"mHOLE,NP MATCH (q����q^IDGALVANCHORRODS�ASTM
BASEPLATE F1554GRSS�WIHFAVVHEXNUTS&3V2"
p ��16. 0 0112' PLATE WASHERS Wl i 5116' ID HOLE
HOLE, TVP � � TVP UNO, TACK WELD BOTTOM NUT
- a 1/4
V
� Q 11/2'GALVBASEPLATE,SEEASIDE
FOR A�DL INFO
Q Q O O
il4" GALV LEVELING PLATE & ANCHOR
� _ BASE PLATE LEVELING PLATE TEMPLATE, SEE ASIDE FOR ADDL INFO
BO STL EL �i A
129'�9 3IA' I 2" GROUT BED
TOC EL
- 129'4112'
PCC WALLICO W MN
WICORBEL
PCCCORBEL
PCC WALLICO W MN
BEYOND
PCC CORBEL DESIGN LOADS
FROM BRI�GE HSS COLUMNS:
X-A%IS HEASTI-WESTI
D. O.Ok
LOOk
S. O.Ok
T:0 Ok
W:+62�.�k
E�. +/. S.Ok
V-AXIS HNORTHI-SOUTHI
�'.2Ak
L OSk
5 0.3k
T_y.0-6k
W:N-S.Ok
E'.+F10.Ok
Z-AXIS NUP/-DOWNI
D'.9�.Ok
L -SOAk
s -zs.ok
T.0 Ok
w:+i-ao.ok
P. +/- 10.Ok
il4
2" MIN
1/4
�PROVIDE1l4'STIFFENERPLATES
ON ALL W-SECTION ROOF BEAMS
AT FRAME BEARING POINTS
SECTION A-A
A
PCCCORBEL
PCC WAWCOWMN
BEYOND
4.8
1' 0: 1 0
6"� 6 6'
5 PEDESTRIAN BRIDGE SUPPORT
314" =1'-0"
onrE: 06/11 /20
MITER HSS W/COMPLETE
JOINT PENETRATION
WELD, GRIND SMOOTH
i a s°
izs•
GMAW OR
MITER HSS W/ COMPLETE
JOINT PENETRATION
WELD, GRIN� SMOOTH
TO STL EL
REFER TO 4I5-031
3SIDES TVP @ CHORD
ENDS, FIELD WEL� AT
CONTRACTORS OPTION
NOTE: REFER T01/5�561 FOR
TYPICAL MFORMFTION
MSKTD
& Associates
ArchitecNre I Engineering I Interior Design
1115 Magnavox Way I 930 Nohh Meridian
Fort Wayne, IN 46804 Indianapolis, IN 46204
260432.9337 31I.917.1190
www mskitl com
�WGIo
8910 Purdue Rd, Suite 400
Indianapolis, IN 46268
Phone No. 317.735.3349
www.wginacom
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PROJECTNO. DATE
7382 10/11 /2019
REV. DATE
1 BP4ADDENDUMI 10I21I2019
2 BP4ASIk10 01I3V2020
SET DESCRIPTION
BP #4 - Garage / Bridge
Structural Package
SHEET TITLE
PEDESTRIAN BRIDGE
DETAILS-STRUCTURAL
SHEETNUMBER
S-561