HomeMy WebLinkAbout(08) S2-5041 1 2 1 3 1 4 1 5 1 6 1 7 1 6 1 9
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SEE ARCH.
CENTERLINE OF COLUMN AND BEARING WALL
ERE PLATFORM AND HANDRAIL
SEE ARCH. DRAWINGS FOR
ADDITIONAL INFORMATION
FINISH FLOOR
3/4" GYP-CRETE (TYP.) III 1
MC8 TO
HSS-5x5
APA RATED SHEATHING 3116 III
11.
TOP/GVPCRETE -L
FINISH FLOOR _L-
IIL
FLATFLOORTRUSS r-, MCBx21.4.4 SUPPORT MEMBERS
SEE PLAN L _ J AT EACH END OF BALCONY
r_r SLOPE AS SHOWN(TYPJ
_�% (2)2x TOP PLATE
1L J
CONT. 2x4 r _ 7 MASONRY VENEER
Ii SEE ARCH.
LOOSE ANGLE LINTEL
5x5.5
III SEE SHEET S2-001 FOR SIZE
COLUIOLUMN IIII
IN STUD WALL
BEYOND IIII I
SLIDING DOOR
I I SEE ARCH.
SECTION
DGHLL 1 =I--U
CENTERLINE OF COLUMN AND BEARING WALL
FINISH FLOOR 1 1
3/4' GYP-CRETE (TYP.)
APA RATED SHEATHING
II I
TOP /GVPCRETE
FINISH FLOOR
FLAT FLOOR TRUSS
SEE PLAN
FYNf\\�fISIS�i
SEE ARCH.
ERE PLATFORM AND HANDRAIL
SEE ARCH. DRAWINGS FOR
ADDITIONAL INFORMATION
II
I
WALL STUDS BEYOND
I
IV I I.I I�I CI I'I IIII I
I I I:I I:I I:I I�I IIII I
r-, II II II II II
L_J II II II II II
II II II II II
r _ y MC8x21.4.4 SUPPORT MEMBERS AT EACH END OF BALCONY
11--11 SLOPE AS SHOWN (TYP.)
- ATTACH TO EACH VERTICALWALL STUDS OR RIM BOARD �
%
AMINIMUM OF(5)SDSSTRONG-
I
--------- -
DRIVE1CHANNELWITH
r-, DRIVE 1/4' DIA. SCREWS (TYP.)
L-JI
CONT. 2x4-1
VVVI
(2)2x TOP PLATE
-I
SEEOARCH.VENEER
LOOSE ANGLE LINTEL
11 11 SEE SHEET 2S-001 FOR SIZE
III
II
I I
III 1
SLIDING DOOR
SEE ARCH.
1 Od NAILS @ 6- O.0
3/4' GYP-CRETE (TYP.)
APA RATED SHEATHING
TOP/GYPCRETE
FLAT FLOOR TRUSS rl
2 LAVERS OF 10d
NAILS (4 TOTAL), TYP.
2x6 BLOCKING @ 2'-0' O.C.
2x4 SPF-STUD AT 24' O.C. CEILING
FRAMING IN SIMPSON HANGERS WHEN
LENGTH "X" IS GREATER THAN 2'-0"
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations 1`I0N
of State and Local Codes 1'-0'
City of Carmel
DATE: 10/31/19
CONT. 2x4
'X'
I I Y
1 1 (BRICK FACADE) INSTALL BENT PLATE
1 81 (LLV). ATTACH TO EACH WALL
STUD WITH (6) 1/4" DIA. SDS STRONG -
ERE PLATFORM AND HANDRAIL -�
3/8ATTACH
SEE ARCH. DRAWINGS FOR (EFTS FACADE)INSTALLITH(4)L
TO EACH WALL STUD WITH (4) 1/4' DIA.
ADDITIONAL INFORMATION. I BIDS STRONG -DRIVE SCREWS. (TYP.)
Ir-�
L4____
MC8 AT EACH END OF BALCONY L _ J
SHALL SLOPE AWAY FROM BUILDING I
AS SHOWN IN TRANSVERSE SECTION MC8 ATTACH TO EACH VERTICAL STUD r-y
WITH BIDS STRONG -DRIVE II
1/4'SCREWS. (TYP.) I
-4
CENTERLINE OF TUBE COLUMN I I
AT BUILDING WALL AND FACE OF C4 r - _1
L-J
I
r-7
L_J
F-1
MASONRVVENEER I
SEE ARCH. 1
_J
I
r-�
SECTION
SCALE : 1' = 1'-O'
2X6 BLOCKING IN LINE
WITH COLUMN.
SIMPSON STRAP NOT HSS-5.5"x5.5" IN WALL WITH
SHOWN FOR CLARITY 2x6 STUDS EACH SIDE OF
IIII COLUMN
PRE-ENGINEERED
FLOOR TRUSS
ATTACH 24 STUDS EACH SIDE OF
COLUMN WITH (4)1/4-DIA. STB
STRONG -DRIVE SCREWS WITHIN
PLAN VIEW THE DEPTH OF THE FLOOR TRUSS
TYP.)
2x6 BLOCKING ATTACHED TO HSS-5.5x5.5 -
COLUMN AND 2x6 VERT. STUDS WITH (4) 1/4'
DIA. STB STRONG -DRIVE SCREWS. (TYP.)
SIMPSON CS14x4'-O' FILL —A
ALL HOLES WITH Ed NAILS
3/4' GYP-CRETE (TYP.)
APA RATED SHEATHING
TOP/GVPCRETE
PRE-ENGINEERED
FLOOR TRUSS
SECTION
SCALE : 1' = 1'-O'
- 2X6 BLOC ING
N LINE WI H
-COLUMN --------
_L
CONT. 2x4 -
L_J MASONRY VENEER MAY
IOCCUR, SEE ARCH.
r—r
I I
1-�
I I
r-, HSSE.5"x5.5" IN WALL WITH
L-J
2x6 STUDS EACH SIDE OF
r--`1 COLUMN
J
r-1
I _
1 (2) 2x TOP PLATE
1-J EACH SIDE OF
r—
COLUMN
_J
I
III SHEATHING
r
WINDOW SEE ARCH. DWGS.
SHEATHING CAPSTONE MAY OCCUR
I/ SEE ARCH.
1 Od NAILS @ 6' O.C.
I
1 2x6 STUD WALL 3/4' GYP-CRETE (TYP.)
-�
L Jf SEE SCHEDULE r_y 2x6 SILL WALL MAY OCCUR
APA RATED SHEATHING
L_J F-� (2)2x SOLE PLATE MASONRY VENEER MAY
r—_ I OCCUR, SEE ARCH.
11—�
I � TOP/GVPCRETE IL 1
1r_r IN WALL TRUSS WITH _
L
VERTICALS AT 24" O.C. I VERTICALS AT 24' 10 C.
L _ PROVIDE 2x6 TOP AND F- PROVIDE 2x6 TOP AND
BOTTOM CHORDS PRE-ENGINEERED _ BOTTOM CHORDS
yl WOOD TRUSS.
_4
IF - (2) LAVERS OF 10d
r-, 2 2x TOP PLATE
(2) 2x TOP PLATE NAILS (4 TOTAL), TYP. _ t
L _ J( )__________j-JI 2x6 BLOCKING@2'-0"O.C. '%'F--1
I SHEATHING
I _ Ir 1-4 CONT. 2x4FACADEOREFISV FRAMINGINSIMPSON C. CEILING L_JVENEERH. EFIS FRAMING IN SIGREAT HANGERS D'HEN I _ISEE ARCH. LENGTH'X'IS GREATER THAN 2'-0' IIHEADER SEE PLANSIr
i --I
SECTION
SCALE : 1' = 1'-0'
GALV. L LINTEL SEE
SCHEDULE ON S2-001
EXTERIOR FACE OF
LOAD BEARING WALL
STUDS(TYP.)
3/4' GYP-CRETE (TYP.)
DOUBLE UP WALL STUDS
AT BALCONY WALLS APA RATED SHEATHING
TOP/GVPCRETE
FINISH FLOOR
IIII �_ 2x12 FLOOR JOISTS M
— DOUBLE UP WALL STUDS
AT BALCONY WALLS
--------------------------------
DOUBLE UP WALL STUDS
AT BALCONY WALLS
\,/
WOOLG EUT
ANCHITECTU IENDINEMINomDEOVATIAL
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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.Issuances:
DESM"M
Prom. No.: 074904
Date: 05/01/19
VVVVVVVV
A Sheet Name:
WOOD FRAMING
DETAILS
S2=504