HomeMy WebLinkAboutS405 - 190204RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and meal Codes
City of Carmel
DATE: 06/17/19
T.O. PANEL
+(SEE
JOIST&DECK 114'FAN FOLD
BY OTHERS INSULATION
DECK BRC
L4x4x114CONT wI
11DID HS (aJ °
2'-0"
O
EXTERIOR
Wi 200
p8
WL= 394
p8
Wit 350
p8
DECK BEARING @ PC WALL
SCALE: NTS
,STL
sa(SEE PLAN)
PL 318k4'kC'9' —
wl(3)314.0 A325
BOLTS
0
BEAM
SEA PLAN llll`
EMBED PLATE wl
HS BY PRECAST
PANEL SUPPLIER
�— PRECASTPANEL
PANEL TO STL BEAM CONNECTION
SCALE NTS
ROOF DRAIN (SEE PLUMBING
DRAWINGS FOR OPENING
SIZE AND LOCATION)
E
BEAM OR
JOIST
L3x3x114
(TIME)
518, CAP PLATE SPo' CAP PLATE
212' 112, MAX 272' 112"MAX
W4'0 BOLTS Y4'O BOLTS
(TYP) 'MIN (TYP) A"MIN
BEAM BEAM BEAM A BEAM
I I I III I y
I I I I Q¢IIQ
I I II
I I I I I
TYP 114 TYP 114
I 1
I II
118' SHEAR TAB 3/8' SHEAR TAB
WIDE FLANGE HSS COLUMN
COLUMN
SIMPLE BEAM (a1 TOP OF COLUMN SIMPLE BEAM (d TOP OF COLUMN
BEAM COLUMN CENTERLI HE l^Yf
212�� 'MIN
1 N4'O BOIL STYE) MAX
114'BRG o BEAM BEAM
STIFFENER(ONE
EACH SIDE OF WEB)
TYP � 314'THICK I I I I I I
CAP PLATE
(TYP)
II 1
TYP 714 111
N1� 66 MIN
I
314'0 BOLT (4
TOTAL)
REF NOTE 5 1 1 3'.
ASS COLUMN I 3I8-SHEARTAB HSS
COLT
CONTINUOUS BEAM SIMPLE BEAM (MID COLUMN
I
TYP STL BEAM CONNECTIONS
SCALE:NTS
MAY BE MAY BE
SHOP MELDED 3716 2-72 WELDED
CONC SLABS �Q aS-PLAN
--- - �` ANGLE OR BENT PL, AND LE OR BENT PL,
CONT wI STUDS @ 36' CONT (MIN
OC (MIN THICKNESS THICKNESS 114')
DECK 318�
DECK
BEAM
BEAM
PERIMETER ANGLE FOR PERIMETER ANGLE FOR
CONCRETE SLAB (BEAM ROOF DECK (BEAM)
3116V 2.12
3I16 2 EE PLPNEE PLAN
DECK DECK
— 14 GA 24'x24' PANS (SEE MECH)
OVERFLOW DRAIN (SEE ANGLE OR BENT PL,
PLUMBING DRAWINGS FOR CONT (MIN
OPENING SIZE AND LOCATION) THICKNESS 114')
ANGLE OR BENT PL,
Pe DECK CONT (MIN
THICKNESS 114') JOIST
BEAM
JOIST
PERIMETER ANGLE FOR ROOF PERIMETER ANGLE FOR
DECK (JOIST) ROOF DECK (JOIST(
F3RAM'E'BGPPQRT BEAM OR TYP PERIMETER ANGLE CONN QJOIST SCALE: NTS
114� ,--
wa
0 CL
JOIST III III OPENING
U I 0
CL
NOTE:
1. MECHANICAL CONTRACTOR SHALL PROVIDE
FABRICATOR WITH SIZES AND LOCATIONS.
2. REFER TO ARCH DRAWINGS FOR LOCATION OF
OPENINGS.
3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER
THAN 12'SQUARE.
TYPICAL SECTION @ ROOF DRAIN
SCALE. 314" -1'-0"
2x BLOCKING
OVER JOIST
DECK
IP (2) 2x NAILERS TO FITTOP
F BEAM. ATTACH NAILER TO
EAM wl 12'0 BOLTS
BEAM
SECTION'A'
OTE:
HIS DETAIL IS READ AT ALL BEAM
FLANGES EXCEEDING 12" IN THICKNESS
PLAN
OPTION 1
PLAN
OPTION 2
III FASTENER
1I1 (2) 2x NAILERS TO FIT TOP
)F BEAM. ATTACH NAILER TO
'TEAM wl HI LTI FASTENERS
FASTEN TOP awl
12d NAILS @ 8' OC
BEAM
SECTICIIII
FASTENING SELECTION
BASE METAL
THICKNESS
HILTI EASTERNER
LESS THAN 7116'
47MM LONG X-U
7116'TO 12'
47MM LONG DS
GREATER THAN 12"
USE OPTION 1
TYP NAILER TO STL BM DETAIL
SCALE. NTS
�3614 PATTERN_
ALL SUPPORTS
NOTE:
1, ALL WELDS SHALL BE 518'0 PUDDLE WELDS.
2. USE (1) N10 TEK SCREWS SIDEIAP FASTENER PER SPAN
ROOF DECK FASTENER PATTERN
SCALE: NTS
ANCHOR
ROD
HOLE
DIAMETER
EDGE
DISTANCE
314'0
1 1116'0
1 11Z
718'0
1 3116'0
13140
110
1100
2"
1118'0
1518'0
2114'
1 114'0
1 314'0
211Z
1 VZO
VO
3'
2'0
2100
4"
211Z0
I 3'0
41IZ
ANCHOR
ROD
DOUBLE NUT
GROUT HEIGHT
314"0
2"
718.0
2'
1"0
2"
1 IWO
2"
1114'0
2"
112"0
2"
To
3"
212"0
1 3'
CURRAN
ARCRITEOTRRE
6925 EAST 96TH ST., SUITE 105
INDIANAPOLIS, IN 46250
O :: 317. 288. 0681
F :: 317. 288. 0753
McCOMAS
ENGINEERING
Structural Engineers
1717 East 1 16th Street, Suite 200
Carmel, Indiana 46032
317-580-0402
W Ww.mccomaseng.com
MEI 18263
No.
860325
STATE
xal xw�
/ggAt.0
nnuuml
THIS DRAWING AND THE IDEAS. DESIGNS
AND CONCEMS CONTAINED HEREIN ARE
THE EXCLUSIVE INTELLECTUCAL
PROf4RTY OF CURRAN ARCHITECTURE.
AND wac NOT TO BE USED DR
REPROInUCCO. WHOLE OR IN PART.
WITHOUT T N CONSENT OF
CURRAN ARCHITCCTUac,
CDPrwcHT 2013. CURRAN ARCHITECTURE
I PROJECT INFORVl
PLAYSCHOOL
A-F LEGACY
GYM AE>E>ITION
14454 COMMUNITY DRIVE
CARMEL, INDIANA 46032
REVIEW SET
11.16.18
BID SET
11,26.18
PERMIT SET
02.04.19
PLAN
'44
BASE PLATE-
COLUMN
SEE SCHEDULE
114'LEVELING
PLATE
DOUBLE NUTS
(2) L2x2x3116 FIELD WELD i JOIST
314'NON-SHRINK, NON-
-NO LEVELING PLATE REQ'D
TO JOI ST CHORDS FROM
METALLIC GROUT QF DOUBLE
. SEE SCHEDULE FOR GROUT
LOAD TO PANEL POINT i
NUTS ARE NOT USED)
HEIGHT
CONCENTRATED LOAD OVER 100 LBS
ANCHORRODS
S4 0 5
TYP JOIST REINFORCING
COLUMN BASE DETAIL
I8263-MEI
6
3
SCALE. NTS
S40S SCALE: NTS
S40S