HomeMy WebLinkAbout(08) S2-404it
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NOTE:
STEEL DECK NOT SHOWN
STEEL BEAM
PLATE 1/4' x 4' x 4'
STEEL BEAM
L3x 3x 1/4'
SEE PLAN FOR LOCATION
PLATE 114' x 4' x 4'
WORKING POINT
114
DETAIL A
KICKER AT STEEL BEAM
SECTION
SCALE 1•-1'-0
,,,", B DIA.
LTS
Zlli Ilia"L BOLTS
CL OF
HEADER
II I II
HSS POST NOTE:
(2) 1/2' DIA, REF. PLAN AT DEMISING WALLS ONE WALL WILL
BOLTS BE CONSIDERED THE SHEAR WALL. THE
1/4' THICK SHEAR WALL WILL BE CONTINUOUS FROM
PLATE, TYP. THE SECOND FLOOR TO THE ROOF
SECTION
E1 SCALE: 11/2'=1'-0'
-OP /GYPCRETE
7gi9G11
� r
O O
O l C
114' TH ICK PLATE
HEADER REF. PLAN
SECTION
JUALt: , 11Z _,.-U.
THRU BOLT, SEE SHEAR
WALL SCHEDULE
3l4' GYP-CRETE (TYP.) -
APA RATED
SHEATHING (TYP.) —
PRE-ENGINEERED
WOOD TRUSS.(TYP.) —
CEILING ASSEMBLY SEE ARCH. OWES. (TYP.) -
2x6 BLOCKING BETWEEN TRUSSES
2x DOUBLE TOP PLATE (TYP.) —
2x6 STUD WALL SEE SCHEDULE, MAY ALSO BE SHEAR WALL (TYP.)
SECTION
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
',� 103
DATE: 10/31/19
HSS POST
REF. PLAN
I/?GAP.
2x SILL PLATE (TYP.)
L4x4x5/16 CONT. PROVIDE 5/16' DIAMETER HOLES
AT 4' OC IN VERTICAL LEG FOR 2X FASTENERS.
FLOOR SLAB PER PLAN
JOIST PER PLAN
2x4 CONTINUOUS. FASTENER THROUGH SLAB
EDGE ANGLE WITH SIMPSON STRONG -DRIVE SDS
1/4'X 1-1/2' SCREWS AT 4' OC. FASTEN
DIAPHRAGM SHEATHING TO 2x PER FLOOR
\� DIAPHRAGM SCHEDULE AND DETAILS.
WF BEAM PER PLAN
SHEATHING PER SHEAR
WALL SCHEDULE
L6x4x5/
WF BEAM PEF
SECTION
JUALt: ,..=,.-U.
JOIST a(16V
FLOOR SLAB
PER PLAN -
JOISTPERPLAN
L4x4x5/i6 CONT.
WF BEAM PER PLAN
SECTION
aUAI_t:.i =.I -v
CMU ELEVATOR SHAFT
LOAD BEARING SHEAR WALL
SEE PLANS
SEE SHEAR WALL SCHEDULE AND DETAILS FOR HOLD DOWN
REQUIREMENTS
I.YxHU.laIyUIU:a
BEAM
SEE PLAN (TYP.)
SECTION
JUALt: ,-=,-U
3l4' GYP-CRETE (TYP.)
WOOD STAIR SHAFT
APA RATED
ABOVE SECOND FLOOR
SHEATHING (TYP.) —
SILL PLATE CONNECTION
PRE-ENGINEERED
WOOD TRUSS, (TYP.)
CMU SOLIDLY GROUTED
BELOW 2ND FLOOR SLAB
CMU STAIR SHAFT BELOW
SECOND FLOOR
TOP FLANGE JOIST HANGER TO BE SIZED
AND PROVIDED BY TRUSS MFR TYP. WELD
TO T/STEEL BEAM.
SECTION
SCALE : 1' = l'-0'
CENTERLINE OF LOAD BEARIN
AND SHEAR WALLS PER PLAN
LOAD BEARING WALL PER PLAN
FLOOR SLAB PER PLAN
2x SILL PLATE (TYP.)
L4x4x5/16 CONT. PROVIDE 5/16' DIAMETER HOLES
AT 4' OC IN VERTICAL LEG FOR 2X FASTENERS.
FLOOR SLAB PER PLAN
2x4 CONTINUOUS. FASTENER THROUGH SLAB
EDGE ANGLE WITH SIMPSON STRONG -DRIVE SDS
1/4' X 1-1/2' SCREWS AT 4' OC. FASTEN
DIAPHRAGM SHEATHING TO 2x PER FLOOR
DIAPHRAGM SCHEDULE AND DETAILS.
WF BEAM PER PLAN
74,E
WOOLG EUT
MCNITECTNE IENGINEw11NGIGEOWATIAL
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Issuances:
T� Geswenax �,�
Prom. No.: 074904
Date: 05/01/19
A Sheet Name:
FRAMING DETAILS
S2=404