HomeMy WebLinkAbout185EMBED PL & H.S.A. RE: PLANK 3" TOPPING SLAB 8" HOLLOWCORE PLANK.
(2) #5 CONT. ALONG MANUFACTURER FOR SIZE
PERIMETER OF BLDG.
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SEE STUD SCHEDULE AND 3" TOPPING SLAB ° a
SHEAR WALL SCHEDULE
AS NOTED ON PLAN.
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6" BLOCK a d
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ONG
8" HOLLOW CORE PLANK 3—SIDES 3/16 PERIMETER OF BLDG.
(2) #5 CONT. RE: ARCH./PARTITION VENDOR FOR
L4X4X1/4 @ HEIGHT & PARTITION ATTACHMENT 443" TOPPING SLAB
6'-0" O.C. JL1
8" CMU W/ TRUSS TYPE II 2 HT FIREWALL
REINF. @ 16" O.C. HORIZ. RE: ARCH.
& #5 L 48" O.C. VERT. • °
FILL REINF. CELLS W/
2500 PSI CONCRETE. 3/16 a0 00- 00
IL8" HOLLOW CORE PLANK
7777
SECTION at EXTERIOR 10 WT6X15 CONT.
FOLDING PARTITION
SECTION at CORRIDOR (7'
" T PPI G S
SCH
FL
SEE STUD AND SHEARWALL
EDULE AS NOTED ON PLAN.
CORRIDOR
OOR SHEATHING
SEE SPEC'S. CONT. 1 X
CONT. "L" METAL W/ #10
TEK SCREW @ EACH STUD.
ADJUST HEIGHT AS REQUIRED
FOR CEILING ATTACHMENT
CORRIDOR
3 0 N LAB
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Project
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BARRINGTON
8" HOLLOW CORE PLANK (2) #5 CONT. HOLLOW CORE BEARING at 2 HR FIREWALL 3 at CARMEL
ELEVATOR #5X4'-0" @ EA. 3" ]
JOINT (TYP.) PACK #4X4'-0" DOWELS SLABOPPING CARMEN, INDIANA
JOINTS W/ 2500 @ 48" O.C.
8" CMU W/ TRUSS TYPE PSI GROUT
REINF. @ 16" O.C. HORIZ ° LECE88E CONSTRUCTION COMPANY
D
& #5 @ 48" O.C. VERT.
FILL REINF. CELLS W/ d° d a a a
2500 PSI CONCRETE. a d ° a 00
(2) #5 CONT.
TOP & BOTTOM
HOLLOWCORE PLANK
SECTION at CORRIDOR 6
k's CONSULTING
ENGINEERS
SECTION at ELEVATOR 9
STRUCTURAL CONSULTANTS ASSOCIATES, INC.
12511 Emily Court
THREADED ROD
Sugar Land, Texas 77478
713.779.7252 800.422.7252
FAX: 713.779.1173
3" TOPPING sLAB 8" HOLLOWCORE PLANK.@
email: sca@scahouston.com
8' CMU WALL W/ TRUSS
www.scaengineers.com
TYPE REINF. @ 16" O.C. — Louisville, Kentucky 502.426.6789
SEE SCHED. S-5.2 FOR REINF. Orlando, Florida 407.893.6200
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Copyright @ SCA Consulting Engineers
This document is copyrighted and is an instrument of
00 0 0 A 'i service for the specific project for which it was prepared.
— — — — — — — — Reuse, copying or modification of this document whether in
hard copy or electronic format other than for the specific
purpose intended, without written permission from SCA
g ��C5X6.7
@ HOEDOWNS A,B, & C INTERIOR HOLLOW CORE BEARING 2 Consulting s, inventions
is orviolationethsof federal
described herein a e P
C6X 1 3 @ HOEDOWNS D & E The ideas, concepts, inventions or methods described herein are Patent
Pending and are the sole property of SCA Consulting Engineers.
ISSUE DATES
Design 06-06-1 Development �\P,tttttiiE3 1�i
Bid Issue
HOLDOWN SUPPORT at BEAM 5 X>�
Permit Issue '
3 TOPPING SLAB #100
ELEVATOR SHAFT BEAM Const 11 — 1 9t3
Construction t�
#4 DBA WELDED TO w XXXXX — V
4 ° '=..,I Pr. -
BEAM
BEAM @ EACH JOINT. BEAM Q i��
PACK JOINTS WITH > 3" CONCRETE TOPPING SLAB 'r��t«t A-
zi
a 2500 PSI GROUT.
BEAM Revisions
d •
SEE PLAN
00 3" TOPPING SLAB a a e a
Q d
d
d d ° ° d 00 a a d ° 4 c F] O
d
8" HOLLOW CORE PLANK
(2) #5 CONT. co
FLOOR FRAMING DETAILS
8" HOLLOW CORE PLANK
8" CMU w/ TRUSS TYPE #4 X 24" DBA'S WELDED 8" HOLLOWCORE PLANK
REINF. @ 16' O.C. HORIZ. TO PLATE @ EACH JOINT „
& #5 @ 48" O.C. VERT. PACK JOINTS WITH PLANK EMBED PLATE 3 MIN. PL 1/2XCONT. WELDED
FILL REINF. CELLS W/ 2500 PSI GROUT. (TYP.) TO BEAM
2500 PSI CONCRETE. BY MAN U F.
SCALE 1• = T-0•
PL 5/16X1'-6" CONT PL 3/8 GUSSET @ 24" O.C.
WELDED TO BEAM BOTH SIDES OF BEAM
Drawn LHB Project 211071
Bc PLANK EMBED.
Check Sheet
SECTION at ELEVATOR C8J SECTION at BEAM (4)1 SECTION at HOLLOW CORE BEARING 1 Date 58.42
DRAWING NAME 211071S840.dwg7-29-11 6:12PM begnaudl