HomeMy WebLinkAbout03070151.11to
Revised / Issued:
9-6-02 l55ued for I
1-8-03 Addendum
a reiitccr Etre
planning
interior design
W
2159 Kemper L. -i
N Cineinnat'r, OFI 4!
TFL: 513.7:51.1:
FAX: 513.731.0
25'-8" 47-8" Lc -<.r.
SECOND FLOOR PLAN ,_
1' 4' 16'
0 2, 32'
TYPICAL THIRD FLOOR
T/BEAM FRAMING NOT 5HOWN
218'-4"
NOTE: 11/2" gyperete topping may be used on 2nd and 3rd Floors
0 Owner's discretion. Verify floor to floor dimerloiono prior to
ordering Stairs.
6'-�" TYP. 5' 4" CLR. TYP. 6'-O"
T/BEAM
/-LSx(5 ', TYP. 118'-6 '± L8x6x�", TYP.
ALI,_
D2.5FARTIAL5TRUCTURAL ELEVATION
61
T51
CONCRETE
FOUNDATION
5TIFFENER
PL. BEYOND,
CENTER 6TWN.
-
-
A
1
U
-
(2) 1 x16" LVL
(2) 1 33x16" LVL
T13RD FLOOR
T510x4x5"
118'-11"±
5TIFFENER TRU55 BEARING
PL. BEYOND, BEYOND, TYP.
CENTER BTWN.
0
o
TRU55E5, TYP.
51MP50N
�ti
-
5TRONG-TIE
X
�X
o
U
��N
I ECC44
COLUMN CAP
��
5TIFFENER
_rq
PROVIDE 50LID
n
6 2'
PL. BEYOND,
1 „
6'-D-
8
5'-4" CLR., TYP.
CENTER BTWN. �c
T/2ND FLOOR
c�
T/BEAM BLOCKING BTWN.
L8x6x7', TYP.
TRU55E5, TYP. 'I
L8x6x', TYP.
109'-57g"±
109'-5 -� ± COLUMNS
N 11
TMTT
3E _ME SE
'
(2) 1 x16" LVL
(2) 1,x16" LVL
T51Ox64'
T510x6x-
T510x4x
5TIFFENER
TRU55 BE�,PING
2
BENT PLATE
51MP50N
5EE DETAIL
PL. BEYOND,
BEYOND, `"P.
A2.4
5TRONG-TIE
3/A.4
CENTER BTWN.
'
CC46
TRU55E5, TYP.
COLUMN CAP
o0
o
1 1/2" GROUT BELOW
51MP50N
-
V
BA5E PLATE, TYP.
X
X
5TKONG-TIE
�ro
T/FOUNDATION
x
TPIR
/E
BASE PL.
ABU66
T/ INT. FOOTING T/SLAB
100' 0", TYP.
100'-O", TYP.
99'-4", TYP.
r
SEE A2.1
COLUMN BA5E
99'-4", TYP.
zl_
ALI,_
D2.5FARTIAL5TRUCTURAL ELEVATION
61
T51
CONCRETE
FOUNDATION
5TIFFENER
PL. BEYOND,
CENTER 6TWN.
TRU55E5, TYP.
o
U
jjF
X
rZ
W16x26
T/BEAM
109'-O g'±
r9•
GENEKAL NOT E5, TH15 SHEET:
1. Building layout i5 a mirror image, See right Side for all notes that apply to left Side.
2. Typical interior partition to be 1/2" gypsum board each Side of 2 x 4 wood Stud at 16" o.c.
with 3" Sound attenuation batty, U.N.O. Provide 1/2" green board in Baths.
3. Shaded walls indicate Shear walls, Second Floor: Sheathing both sides at interior Shear
walls and Sheathing exterior face only at exterior Shear walls. Pad out adjacent wails to
align with interior face of wall. See details 3&4/A3.2.
4. Engineered floor truss drawings with a layout Sheet will be furnished to the building
inspector for the framing inspection.
5. Provide draft Stops in between Second Floor & First Floor ceiling. Draft Stops to be
provided oo max. area between stops equals 3,000 S.f. and max. horizontal distance
equals 100 ft. Typical draft Stop to be 1/2 gypsum board mounted to one Side of floor
truss, and running from underside of floor Sheathing to upperoide of ceiling.
CON5TKUCTION NOTES, TH15 SHEET:
1. Column: T5 3x3x1/4'.
2. Column: T5 4x4xl/4".
3. Column: T5 6x4x1/4".
4. Column: T5 8x3x1/4".
5. Column: P5L 5 1/4x51/4".
6. Column: P5L 3 1/2x3 1/2", Provide Simpson Strong -Tie ECC44 column
caps each end 0 end of Shear wall locations only.
7. Beam: T5 10x4x1/4", flush, see 1 & 2/A4.2.
8. Beam: T5 10x4x3/6% flush w/ L 8x&1/2", See Sim. detail 2/A2.4.
9. Beam: (2) LVL 1 3/4x16", flush.
10. Beam: W16x26, dropped.
11. Beam: W10x39, dropped.
12. 2x4'5 @ 12" o.c. this wall.
13. Typical exterior wall construction, see 1/A4.1.
14. 16" pre-engineered wood floor trusses 9 12" o.c.
15. 16" pre-engineered wood floor trusses @ 16" o.c.
16. 2x8 floor joists @ 16" O.C.
17. Curtain wall System over 2x4 wood stud construction:
YKK, model #YCW 752,4 7/8" deep system.
18. Storefront System: YKK, model #YWE 40T.
19. Curtain wall System: YKK, model #YCW 752, 7 3/8" deep System.
20. Marquis 25, Dover elevator. Verify dimensions with manufacturer.
21. Curtain wall system: YKK, model #YGW 752, 4 7/8" deep System.
Cornette
and Assoc
Design Consulto
2142 Alpine Pla
Cincinnati, Ohic
Phone (5 IJ) 221
Fax (513) 221-6
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c0 2002 CIVIC
Thio document and
deoigno incorporated
property of 5peer & A
are not to be uoed of
whole or in part fora
or purpose withoul
authorization of Cl
Date:
MAR. 2002
Job No.: