14-925R-015CONCRETE TIE BEAM
•
COLUMN WIDTH
2-- §
2°
at....:
......................... .. ........ . ....... ...... . .............
4
114'
8 'xGOLUMN WIDTHx3 /B' THK
Ei• 15EDED PLATE
a EACH JOIST LANDING
W /(2) 3/4" DIAM. x 6' LONG
HEADED STUDS WELDED FULLY
TO STEEL PLATE.
STEEL PLATE DETAIL
SCALE: N.T.S.
DECKING NOTE:
1 -1/2" TYPE B 22 (WR) GALVANIZED DECKING w/ A 36/7
PATTERN, SLOT VENTED. WELDS SHALL BE 5/8"
PUDDLE WELDS. SIDE LAP FASTENERS SHALL BE (9) #10
TEK SCREWS EQUALLY SPACED.
STEEL DECK
SCALE: N.T.S
5/8" THICK PLYWOOD
SHEATHING (CDX EXP 1)
ATTACHED TO 18 GA TRAC
/ " 10 T�K SGi�E
a
WS �o OC
W �
EDGES OF PLYWOOD 4 10
REMAINDER.
N
i�
SECTION 4
SCALE: 3/4"= V -0" $ -2
STANDARD 18 GA TRACK
- TACHED TO EA STUD W/2 ¢I0
K SCREWS
FRAME COMPOSED OF (5)
V
GA
F x E
ER TI L M M BER
_D TO HORIZONTAL
'15ER W /1/4" FILLET WELD
_ AROUND (TYP)
&' 18 GA STUDS SPACED 18"
OC MAX ATTACHED TO TRACK
W/2 "8 TEK SCREWS
" 18 GA STUDS EA SIDE OF
JBE STEEL ATTACHED W/ (4 x
2 ") "10 STEEL SCREWS. (TYP)
i
8' THK CMU PARAPET WALL w/
#5 VEiRT iREINF a 48' of--.
90' - 6'
....................................................................................................................................... ................... ...... . . . . .. ......... . . . . .. -------------- ...... ------------------ .-------------------------------------------------- .......................... ........ --------------
.. ......n
TB- ABOVE ; - -
5-2 BELOW
- --------- - - - - -- .............. ...................------ - - - - -- ......................................... ................................. -------------- - - - - -- ............................... ... ......................................................... .._........------ - - - - -- . ..... - - -- .. ..................-----
................... ................ ......................................................................................... .................................................................................................... ............... ......... .. .
-■ -
- _
+y....... ....` v..._ .\------------- ------ ------ -------- - - .- .- .......- . -...- .
O
3.5 LIGHT WT :;:::.•!:i; . - - --
CONC SLAB
1"T
I I
1 xl xl /8 I IN FIRST PANEL " CONT DCsCx
BR
A\
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Q 0
W `r
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u_
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POINT ATTACHED TO BOTTOM GHORD-
fIl
_
F_
TYP
°ma s -�
iQ � 1 1
2'x2 "xl /8" CONT_BRI DING 12'o.c_
ATTACHED TO TOP 4 BOTTOM CHORDS
II
TYP W
SLOPE SEE ARGH PLANS I/ '/FT ~
U
-1 5 -4 0 `�
2 ROWS 0 X BR GE 2 OWS OF BRACE X _
tlJ; END WALLS (T P) ND WALLS CT P LU
Y
1 j wry .......... ___ /\ X
2 "x2 "xl /8" CONT. BRIDGING 12'o.c.
ATTACHED TO TOP 4 BOTTOM CHORDS
f M: -
'
W W R1 W
I
W
WU
� �Up ►-U
Ql
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C14 - N N N i—
O Wit: CN� �in �,n �,n �� ►-
X 2'x2 'A15 CONT, BRIDGING
I
ATTACH D TO TOP BOTT M CHORDS —
ON INUOS A E '
--- - - -__Y ___
FRO VIDE -ON 4 "x4 "xa �....
PROVIDE CONTINUOS ANGLE 4"x4' 4" ATTACHED TO CONCRETE w/ Y' DIAMETER
HILTI KWIK BOLT III EXPANSION BOLTS S 24"
N - -- N ATTACHED TO CONCRETE w /%2" DIAMETER o.c. MIN EMBED INTO CONCRETE 3.5 ". WELD -
y,..--- ..;...; HILTI KWIK BOLT III EXPANSION BOLTS @ 24' DECK T ANGLE / �/"
o.c. MINE BED INTO 0NGRE E 3.5 ". WELD I SPA D LE WELDS
`rl 6" oc
I LE w/ 5/ " PUD WE
i C,,I DECK TO NG DLE L S TYP U= 3K U= .3K U =4.3K =4.3K
I ....... ..:... ::: SPACED a 6 " o.c.
U 4.3K G = I .0K G = -1.0K G =11.0K \ .0K
= 4
G 11.0K rx1'x1 /8" GONT. BRIDGING F ST PANEL
POINT ATTACHED TO BOT CHORD
U= 3<
.......... G -11.0K
20G 3k 10K I 2063 3N 10K 20G N 10K 20G 3N 10K 20G 2N 10K 20G 2N 10
NEW STEEL FRAME r
PARAPET SEE DETAIL PROVIDE STEEL JOIST PROVIDE STEEL JOIST fl- _ <t PROVIDE STEEL JOIST ia
TYP 344/S -2. 8 cv CENTER OF CONCRETE ct) CENTER OF CONCRETE
1 I CENTER OF CONCRETE COLUMN. (TYP) COLUMN. (Tl'P)
I COLUMN. (TYP)
- V5
I
-- ----- - ----- I I TOP OF COLUMN ELEVATIONS VARY
c0 COORDINATE TOP OF COLUMN ELEV W
..._
....... ROOF SLOPE `
I
mI�
u •
H -
- - - ... -- - - - -- -- - - - - -- - - - - - -- - - - --
- -- - - - - -- - -- - -- - - - .... -
- - - - -- - - -- - -- - - -- -- - - - - - - -- -- -- - - - - -- - - - - -- --- - - - - - - - -- - -- - - - - -- - -- - - - - -- - - -- - - -- - . - - - - -- -
TYP f
5 -4
Al
4 I ,
m I I
II
II ,
II
II
I-I
II. ........-
� T
-- -- - - Q
2 B _______________ _ _____ ______ ________._____ __- __- __________ _ ___._._
3' -I'
r. . ' -0' 4' -0' 4' -0' ' -0' 4' -0' 4' -0' 4'_0' 4' -01 -31_11
.................... � ........... .-... .......... .....- .- .- ..- .. .............. .........-..-.. ..........�.................... .............
...-
.............. -- - - - - -- ---------- - - - -.- . ------------- - - - - -- - - - -- I
38 14' -2'
...................... .. .. .. .................. . . . . .. ....................... .. ................ ............................ . .. ...................... . ..................... . . .. ._.................................................. ...-- ............................... .........-------------------- ._................. ......... ....................................... f
NOTE:
- EXISTING ROOF TO REMAIN
- EXISTING MASONRY WALL TO REMAIN
- EXISTING CONCRETE TIE BEAM TO REMAIN
Wx12' MIN REINF w/ 2'5 TOP 4 2"5 BTM.
- CONTRACTOR TO VERIFY ALL BEAM ELEVATION 4 DEPTH
w/ ARCHITECTURAL PLAN.
- CONTRACTOR NOT TO REMOVE OR ALTER EXISTING
ROOF TRUSSES.
Fal
ROOF FRAMING PLAN
SCALE: 1/4" = V -0"
NEW STEEL FRAME
N PARAPET SEE DETAIL
344/6 -2.
Alex Kondr at & Associates. Inc.
Alex Kondr aL - P.E. #58086 \\\���
10305 NW 41 SLr eeL, Suite 124 ���� y` KONO��i�i
Dor al, Florida 33178
Ph. (305) 387 -5770 Fax (305) -fi7 ' $ 8 �4
STATE OF
'•.c40RIDP••
10NA L'
it ; 11j"511 Iman
P o. box 14.2116
coral gables, florida
33114.2116
v. 305.443.3100
f. 305.259.3986
e. info @whadesign.com
architect of record:
William Arthur
License Number. 0012074
design associate:
bFORD
These plans and specifications are
the exclusive property of WHA
Design. Any reproduction,
modification, disclosure, and /or use
of these materials (or any portion
thereof) without MIA Design's prior
written consent is strictly prohibited.
(1) 4x4'4' HORIZONTAL
r
M
MEMBER
M
4' -0" MAX
I 4' -0" MAX I 4' -0" MAX
4' -0" MAX
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1/4' TYP
^♦ O(n
TS FRAME GOi"1P0 E OF (5)
-NN-J, O 3:
4x4'xJ' VERTICAL
E BER
.2y
WELD TO HORIZON
A-
X
O
MEMBER W /1/4" FIL E WELD
t'n0p
ALL AROUND (TY )
U) 00 CO
a)
€
(o
c
U
N
2
�
d
C
2" 2"
NEW 16' C CRETE PARAPET
3" I 3„
N
TYP
I
I/4'
C0
Q0
0
0 0 0 0 0
0 0 0
1
00
(�J
o 0
0 0 0 0 0
0 0 0
Q
EXISTING 24' DEEP
CONCRETE TIE BEAM
'x14'x36" STEEL PLATE
ATTACHED TO CONCRETE
W 1(6) 4' DIAMETER HILT
SECTION 3
I BOLT KW K B L 3 EXPANSION
ANCHORS EMBBEDED 4J'
SCALE: 1/2"= 1' -0" S -2
INTO GONG. (TYP OF 5)
5/8" THICK PLYWOOD
SHEATHING (CDX EXP 1)
ATTACHED TO 18 GA TRAC
/ " 10 T�K SGi�E
a
WS �o OC
W �
EDGES OF PLYWOOD 4 10
REMAINDER.
N
i�
SECTION 4
SCALE: 3/4"= V -0" $ -2
STANDARD 18 GA TRACK
- TACHED TO EA STUD W/2 ¢I0
K SCREWS
FRAME COMPOSED OF (5)
V
GA
F x E
ER TI L M M BER
_D TO HORIZONTAL
'15ER W /1/4" FILLET WELD
_ AROUND (TYP)
&' 18 GA STUDS SPACED 18"
OC MAX ATTACHED TO TRACK
W/2 "8 TEK SCREWS
" 18 GA STUDS EA SIDE OF
JBE STEEL ATTACHED W/ (4 x
2 ") "10 STEEL SCREWS. (TYP)
i
8' THK CMU PARAPET WALL w/
#5 VEiRT iREINF a 48' of--.
90' - 6'
....................................................................................................................................... ................... ...... . . . . .. ......... . . . . .. -------------- ...... ------------------ .-------------------------------------------------- .......................... ........ --------------
.. ......n
TB- ABOVE ; - -
5-2 BELOW
- --------- - - - - -- .............. ...................------ - - - - -- ......................................... ................................. -------------- - - - - -- ............................... ... ......................................................... .._........------ - - - - -- . ..... - - -- .. ..................-----
................... ................ ......................................................................................... .................................................................................................... ............... ......... .. .
-■ -
- _
+y....... ....` v..._ .\------------- ------ ------ -------- - - .- .- .......- . -...- .
O
3.5 LIGHT WT :;:::.•!:i; . - - --
CONC SLAB
1"T
I I
1 xl xl /8 I IN FIRST PANEL " CONT DCsCx
BR
A\
� U
Q 0
W `r
[L
u_
4 `
CL
u�
POINT ATTACHED TO BOTTOM GHORD-
fIl
_
F_
TYP
°ma s -�
iQ � 1 1
2'x2 "xl /8" CONT_BRI DING 12'o.c_
ATTACHED TO TOP 4 BOTTOM CHORDS
II
TYP W
SLOPE SEE ARGH PLANS I/ '/FT ~
U
-1 5 -4 0 `�
2 ROWS 0 X BR GE 2 OWS OF BRACE X _
tlJ; END WALLS (T P) ND WALLS CT P LU
Y
1 j wry .......... ___ /\ X
2 "x2 "xl /8" CONT. BRIDGING 12'o.c.
ATTACHED TO TOP 4 BOTTOM CHORDS
f M: -
'
W W R1 W
I
W
WU
� �Up ►-U
Ql
0 O `S) O O v ui
C14 - N N N i—
O Wit: CN� �in �,n �,n �� ►-
X 2'x2 'A15 CONT, BRIDGING
I
ATTACH D TO TOP BOTT M CHORDS —
ON INUOS A E '
--- - - -__Y ___
FRO VIDE -ON 4 "x4 "xa �....
PROVIDE CONTINUOS ANGLE 4"x4' 4" ATTACHED TO CONCRETE w/ Y' DIAMETER
HILTI KWIK BOLT III EXPANSION BOLTS S 24"
N - -- N ATTACHED TO CONCRETE w /%2" DIAMETER o.c. MIN EMBED INTO CONCRETE 3.5 ". WELD -
y,..--- ..;...; HILTI KWIK BOLT III EXPANSION BOLTS @ 24' DECK T ANGLE / �/"
o.c. MINE BED INTO 0NGRE E 3.5 ". WELD I SPA D LE WELDS
`rl 6" oc
I LE w/ 5/ " PUD WE
i C,,I DECK TO NG DLE L S TYP U= 3K U= .3K U =4.3K =4.3K
I ....... ..:... ::: SPACED a 6 " o.c.
U 4.3K G = I .0K G = -1.0K G =11.0K \ .0K
= 4
G 11.0K rx1'x1 /8" GONT. BRIDGING F ST PANEL
POINT ATTACHED TO BOT CHORD
U= 3<
.......... G -11.0K
20G 3k 10K I 2063 3N 10K 20G N 10K 20G 3N 10K 20G 2N 10K 20G 2N 10
NEW STEEL FRAME r
PARAPET SEE DETAIL PROVIDE STEEL JOIST PROVIDE STEEL JOIST fl- _ <t PROVIDE STEEL JOIST ia
TYP 344/S -2. 8 cv CENTER OF CONCRETE ct) CENTER OF CONCRETE
1 I CENTER OF CONCRETE COLUMN. (TYP) COLUMN. (Tl'P)
I COLUMN. (TYP)
- V5
I
-- ----- - ----- I I TOP OF COLUMN ELEVATIONS VARY
c0 COORDINATE TOP OF COLUMN ELEV W
..._
....... ROOF SLOPE `
I
mI�
u •
H -
- - - ... -- - - - -- -- - - - - -- - - - - - -- - - - --
- -- - - - - -- - -- - -- - - - .... -
- - - - -- - - -- - -- - - -- -- - - - - - - -- -- -- - - - - -- - - - - -- --- - - - - - - - -- - -- - - - - -- - -- - - - - -- - - -- - - -- - . - - - - -- -
TYP f
5 -4
Al
4 I ,
m I I
II
II ,
II
II
I-I
II. ........-
� T
-- -- - - Q
2 B _______________ _ _____ ______ ________._____ __- __- __________ _ ___._._
3' -I'
r. . ' -0' 4' -0' 4' -0' ' -0' 4' -0' 4' -0' 4'_0' 4' -01 -31_11
.................... � ........... .-... .......... .....- .- .- ..- .. .............. .........-..-.. ..........�.................... .............
...-
.............. -- - - - - -- ---------- - - - -.- . ------------- - - - - -- - - - -- I
38 14' -2'
...................... .. .. .. .................. . . . . .. ....................... .. ................ ............................ . .. ...................... . ..................... . . .. ._.................................................. ...-- ............................... .........-------------------- ._................. ......... ....................................... f
NOTE:
- EXISTING ROOF TO REMAIN
- EXISTING MASONRY WALL TO REMAIN
- EXISTING CONCRETE TIE BEAM TO REMAIN
Wx12' MIN REINF w/ 2'5 TOP 4 2"5 BTM.
- CONTRACTOR TO VERIFY ALL BEAM ELEVATION 4 DEPTH
w/ ARCHITECTURAL PLAN.
- CONTRACTOR NOT TO REMOVE OR ALTER EXISTING
ROOF TRUSSES.
Fal
ROOF FRAMING PLAN
SCALE: 1/4" = V -0"
NEW STEEL FRAME
N PARAPET SEE DETAIL
344/6 -2.
Alex Kondr at & Associates. Inc.
Alex Kondr aL - P.E. #58086 \\\���
10305 NW 41 SLr eeL, Suite 124 ���� y` KONO��i�i
Dor al, Florida 33178
Ph. (305) 387 -5770 Fax (305) -fi7 ' $ 8 �4
STATE OF
'•.c40RIDP••
10NA L'
it ; 11j"511 Iman
P o. box 14.2116
coral gables, florida
33114.2116
v. 305.443.3100
f. 305.259.3986
e. info @whadesign.com
architect of record:
William Arthur
License Number. 0012074
design associate:
bFORD
These plans and specifications are
the exclusive property of WHA
Design. Any reproduction,
modification, disclosure, and /or use
of these materials (or any portion
thereof) without MIA Design's prior
written consent is strictly prohibited.
project history:
10 ARCH REV. 11/13/14
A2 REV. 11/25/14
0
0
project information:
date:
01/20/14
project number:
13 -20
sheet title:
2ND Floor Plan &
Keynote Legend
sheet number
S2
file:
sl .dwg
r
M
M
LL
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Uj
IN
LL a)=
U) =3 O
^♦ O(n
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A.JqM
-NN-J, O 3:
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.2y
Cn
�
"X
O
t'n0p
LNG
U) 00 CO
a)
€
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C.0 10
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2
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project history:
10 ARCH REV. 11/13/14
A2 REV. 11/25/14
0
0
project information:
date:
01/20/14
project number:
13 -20
sheet title:
2ND Floor Plan &
Keynote Legend
sheet number
S2
file:
sl .dwg