HomeMy WebLinkAboutC3.2 Elevations(2) 2k4 TOP PLATE
(2):.2x4.'MIN.
(2) 2x4 'MIN.
TOP PLATE
THIRD FLOOR::
EL. 118'-11 3/4
SECOND FLOOR
EL. 109' -5 7/8
FIRST FLOOR
EL. 100' -O
(2) 4 "0 THRU BOLTS EACH
SIDE OF SPLICE. (TYP.
THRU -OUT BUILDING UNLESS
NOTED OTHERWISE)
(2) THRU BOLTS EACH
SIDE, OF SPLICE. (TYP. THRU -OUT
BUILDING UNLESS NOTED OTHERWISE)
(2) 2x. STUDS MIN.
SIMPSON HD2A HOLDOWN w/
i"0 THREADED ROD EPDXY
GROUTED INTO FOUNDATION
WALL w/ EPCON "CERAMIC -6"
(2)1"� THRU BOLTS INTO STUDS,
TYP. EA. END OF EA. SHEAR WALL
(2) 4 "95 THRU BOLTS EACH
SIDE OF SPLICE. (TYP.
THRU -OUT BUILDING UNLESS
NOTED OTHERWISE)
PLYWOOD FLOOR SHEATHING
SIMPSON CS16 -R STRAP w/ (11)
liacl NAILS TOP BOT., TYP.
EA. END OF EA. SHEAR WALL
(2) 2x4 TOP PLATE
WOOD TRUSSES Q 12 "o:c.
SIMPSON CS16 -R STRAP w/ (11)
10d NAILS TOP BOT., TYP.
EA. END OF EA. SHEAR WALL
WOOD TRUSSES 12 "o.c.
4 "6 '6 "4"
ff ff
II
1' 4'
2'
1
EAST ELEVATION
Jii:f _t�.:8..,.. ,aJ�!.: ,ir r•!:v: 'Fd.. .Ea.. i:.
10'
TYPICAL SHEAR WALL PANEL
(SHOWN SHADED ON PLAN)
16'
2x4 STUDS 16' "o.c.
7/16 "APA RATED SHEATHING NAILED w/
8d NAILS 6 "o.c. ALONG PANEL EDGES
8c 12 "o.c. AT INTERMEDIATE SUPPORTS.
ALL PANEL EDGES MUST BE BLOCKED BY
VERT. STUDS OR HORIZ. BLOCKING.
2x4 BOTTI► PLATE
d FLOOR
2x4 .STUDS, SPACING INDICATED ON PLAN
7/16"APA RATED SHEATHING NAILED w/
8d NAILS 6 "o.c. ALONG PANEL EDGES
12 "o.c. AT INTERMEDIATE. SUPPORTS.
ALL PANEL EDGES MUST BE BLOCKED BY
VERT. STUDS OR HORIZ. BLOCKING.
PLYWOOD FLOOR SHEATHING
2x4 BOTTOM PLATE
2nd FLOOR 4
2x STUDS, SIZE AND SPACING
AS INDICATED ON PLANS
7/16 "APA RATED SHEATHING NAILED w/ 8d NAILS
b'o.. ALONG PANEL EDGES 12 "o.c. AT
INTERMEDIATE SUPPORTS. ALL PANEL EDGES MUST
BE BLOCKED BY VERT. STUDS OR HORIZ. BLOCKING.
1/2"0 ANCHOR BOLTS 24 "o.c., CAST IN PLACE
(ONLY AT SHEAR WALL PANELS)
P.T.2x BOTTOM SILL PLATE
FOUNDATION WALL
32'
SIMPSON HD6A HOLDOWN w/
a "O THREADED ROD EPDXY
GROUTED INTO FOUNDATION
WALL w/ EPCON "CERAMIC -6"
(2) 8 "0 THRU BOLTS INTO STUDS,
TYPICAL EACH END OF EACH
INTERIOR SHEAR WALL
(2) 4 "95 THRU BOLTS EACH
SIDE OF SPLICE. (TYP. THRU -OUT
BUILDING UNLESS NOTED OTHERWISE)
(2) 4 THRU BOLTS EACH
SIDE OF SPLICE. (TYP.
THRU -OUT BUILDING UNLESS
NOTED OTHERWISE)
(2) 2x4 TOP PLATE
(2) 2x4 MIN.
SIMPSON CS16 -R STRAP w/
(11) 10d NAILS TOP BOT.,
TYPICAL EACH END OF
EACH INTERIOR SHEAR WALL
WOOD TRUSSES 12 "o.
(2) 2x4 TOP PLATE
(2) 2x4 MIN.
(2) SIMPSON CS16 -R STRAPS,
ONE EACH SIDE, w/ (11) 10d
NAILS TOP BOTTOM,
TYPICAL 4 EACH END OF
EACH INTERIOR SHEAR WALL
WOOD TRUSSES 12 "o.c.
(2) 2x4 TOP PLATE
2
11
1
TYPICAL SHEAR WALL PANEL
(SHOWN SHADED ON PLAN)
10'
0 2'
2x4 STUDS 16o.
7/16 "APA RATED SHEATHING, ONE SIDE,; NAILED
w/ 8d NAILS 6 "o.c. ALONG PANEL EDGES
12 "o,c. AT INTERMEDIATE SUPPORTS.
ALL PANEL EDGES MUST BE BLOCKED BY
VERT. STUDS OR HORIZ. BLOCKING.
(2) "o THRU BOLTS EACH
SIDE OF SPLICE. (TYP.
THRU -OUT BUILDING UNLESS
NOTED OTHERWISE)
r FLOO s
2x4 STUDS 16 "o.c.
7/16 "APA RATED SHEATHING, BOTH SIDES, NAILED
w/ 8d NAILS 6 "o.c. ALONG PANEL EDGES
12 "o.c. AT INTERMEDIATE SUPPORTS.
ALL PANEL EDGES MUST BE BLOCKED BY
VERT. STUDS OR HORIZ. BLOCKING.
PLYWOOD FLOOR SHEATHING
2x4 BOTTOM PLATE
1' 4'
P.T.2x4 BOTTOM SILL PLATE
SLAB ON FOOTING
8
ELEVATION
I1i:4Vt�•
16'•
2nd FLOOR
2x4 STUDS 16 "o.c.
7/16 "APA RATED SHEATHING, BOTH SIDES, NAILED w/
8d NAILS 6 "o.c. ALONG PANEL EDGES' 12 "o.c.
AT INTERMEDIATE SUPPORTS. ALL PANEL; EDGES MUST
BE BLOCKED BY VERT. STUDS OR HORIZi BLOCKING.
1/2"0 ANCHOR BOLTS 24 "o.c., CAST IN PLACE
(ONLY AT SHEAR WALL PANELS)
X41 TYPICAL 3-STORY INTE1iOR SHEAF WALL
3
CLEAR GLASS,
SEE ELVATIONS FOR
SPANDREL CLEAR
G LASS LOCATIONS
SPANDREL GLASS,
SEE ELVATIONS FOR
SPANDREL CLEAR
GL ASS LOCA T 1..
CURTAIN WALL SYSTEM,
SEE SHEET A3.1
SPANDREL GLASS,
SEE ELVATIONS FOR
SPANDREL CLEAR
GLASS LOCATIONS
5
A5.2
THIRD FLOOR
EL. 11&'-11 3/4"
SECOND FLOOR
EL. 109' -5 7/8
FIRST FLOOR
EL. 100' -O
GENERAL NOTES, THIS SHEET:
1. Minimum 4" clearance from brick to grade,
typical throughout.
2. Elevation 100' shown for reference only.
3. Brick courses indicated are nominal, see
wall sections for actual dimensions.
0 CONSTRUCTION NOTES, THIS SHEET:
1. Brick veneer, Color 1.
2. Curtain wall system: YKK model #YCW 752, 4 7/8"
deep system.
3. Brick veneer, Color 2.
4. Storefront system: YKK model #YWE 40T.
5. Clear glass, typ, at Owner's option provied tinted
glass to match spandrel.
6. Exhaust grille per GE Zoneline specifications.
7. Concrete foundation wall footing.
8. Not Used.
9. Spandrel glass, typ.
10. Metal coping.
11. Stacked Hock retaining wall.
12. Grade, see site plan.
13. Not Used.
14. Typical brick expansion joint.
15. Typical brick expansion joint, locate at interior corner.
t 17 'ViBA Y I.Lr44 Ilii:i wl. 4 ,wi, lCUG4iG Cr1.1:k�t�CIRL'li i!�kL'4....L,: '.GG1�'�`.'.k lip ..l:
FRAMING PETA
1" 4"
0 2
8"
2'
1/2" PLASTIC
LAMINATE SILL
TYP. EXTERIOR WALL,
SEE 1/A4.1
2x4 PLATE BTWN.:STIFFENER
PL: s w/ MIN. (2) 3/16" 0
RAMSET PINS
4" PLYWOOD SUBFLOOR
TS 10x4x3/8"
GYP. BD. CEILING OVER
R.C. CHANNELS
RAMSET PIN
2x4 STUD WALL
WI BATT INSULATION
1
Revised Issued:
9 -6 -02 Issued for Permit
1 Addendum
architecture
planning
.interior design
s Per associate,
23,59 mper Lane
Cincinnati, OTT 4520(
TEL: 513.75.1..122J.
'FAX: 51 3.751 .O !2
SCHAEFER
ti
ASSOCIATES, INC.
ONSULTING ENGINEERS
10411 MEDALLION DRIVE, SUITE 121
CINCINNATI, OHIO 45241
(513) 542 -3300 FAX: (513) 542 -5540
Pate:
MAR. 2002
Job No.:
Corvette
and Associates
Design Consultant'
2142 Alpine Place
Cincinnati, Ohio 45206
Phone (513) 221 -6600
Fax (513) 221 -6606
0 2002 CMC Properties
Sheet Number
This document and the ideas and
designs incorporated herein are the
property of Speer Associates. They
are not to be used or reproduced in
whole or in part Dr any other project
or purpos without the written
authorization of CMC Properties.
A5.2