11-629-013DL+L! =550 #
I
DL+LL =4983 #
NET UPLIFT = -4951 #
DL+LL =2090 #
NET UPLIFT = -204�
8 DL+LL =2232 #
NET UPLIFT = -374?
DL+L! =1485 # DL+LL = 1485 #
IVE UPLIFT = -1G51 � DL+LL =550 # � NET P 1FT = -! rG51
NET UPLIFT= - 5
~ 7I _.. - DL+LL =550 #
T- ;- NE LIF = 5 #
1 1 I I ! I I j
T-2 T-2 .
1 DL+LL =4983 #
NET UPLIFT = -4951 # I3
—
GT-2(3 PLY) N
dj I I
r r w NET UPLIFT = -3749#
-PLY) --------I 1 � � NET UPLIFT = -3749#
I �. ( 1 I
z DL+LL =3220 # @�_NF_UrLIFT =-33G8#
r —.•T __ . ___ .— — T-5 2-Pt Y) T N-T. r ELEV.
_,_.-2"-
1 I
T---------------- --------------.--_—.-__-- -- ---------- -------------------
__--_— _ _ 1
r T
—__—_ ______—'_______ _________— -- —_ _ 1 —___ ___
_ __ ___
i E,T,BI;V TC
1 1
�\ IINE F EX' TIN TRUS ES
T BE T- F
I �
I ,
1 �
I 1
I 1-00
1 I .
l i E ISTING R F
I
;� REMAI 8 +LL =2X #
I� 8T UPLIFT 42 4#
;L
I 1
DL+LL =798 # F
NET UPLIFT = -928#
1 '— N�'B (ELEV, 8r-2"Z
T-4 —
i
SEE . DETAIL O
1 ; 001
I I � U) — 1
I , —
I , 1
I
I
I
_�__ —T'
---------------------------------------------------------------------.-_______—____—__ ____-__
T.B EL V. 9'-2"
-4
I
ROOF FLOOR PLAN t- I
DL+LL =798 # I ¢ i 1
SCAR*: 1/4 =1 -0 F NET UPLIFT = -1432#
LEA
-- PREFAB. TRU55 @ 24" O.C. MAX. OR GIKDER5.
Q COl.UNM BELOW
ii 2"x4" BLOCKING ATTACHED TO THE
ETB- EXISTING TI3 TO REMAIN TRU55E5 W/ 2-1 Gd TOE NAIL5.(TYP,)
+,_,:+ CONCRETE BEAM — _ _ — GIRDER
2"x4" PT WOOD CROSS BRACINGATTACHED
TO THE TRUSSES W/ 2-1 Gd NAIL5.(TYP.)
PROVIDE 24 BAR DIA. MIN.
OR TERMINATE ENDS IN
STANDARD 90 HOOK OR 5EMI-
CIRCULAR HOOK.
2" CL. --j L0.25 L �j
r"E" BAR5 N
"T" BARS
0.30 L
MIN. V BARS MIN
ALL REINF. STEEL IN SAME
LAYER UNLE55 OTHERWISE
NOTED'.
LI
DL+LL = 1513 #
NET UPLIFT = -201 1 #
DL+LL =1485 # /
Dl_+LL =798 #
NET UPLIFT = -928#
i_; . DL+LL = 2 1 28 #
— — NI NET UPLIL = -2255 8 �
wl r Z2
5-5
DL+LL =798 # F
NET UPLIFT = -928#
�_- -- _ __ ______��-��.
— N T.B ELEV, 8'-2M I I
1 55
I I '
Ti
r I
I I
DL+LL =798 # F
T4
NET UPLIFT = -1432#
DL+LL -21 G7 # 8
NET UPLIFT = -2881
DL+LL = 1375 #
NET UPLIFT = -194 I F
cl
�L+1L =798 #DL+LL =798 # NfFT = -1432#
CI NET UPLIFT = -1432# 0
DL+LL =798 #
NET UPLIFT =-1432�#\!J
"C" BARS (TOP OVER EACH SUPPORT) WHERE BARS DIFFER IN TWO
ADJACENT SPANS AT A COMMON SUPPORT, THE LARGER 15AR5
SCHEDULED SHALL BE USED.
TOP CONT. (CONTINUOUS TOP BARS) LAP IN MIDDLE
I/3 OF SPANS WHERE REQUIRED.
,. 0.30 L ,, A '. 0.30. L .
IN d
MIN.
"B" BARS
STIRRUP SPACING AS
SCHEDULED.
FIRST STIRRUP SPACED
FROM FACE OF SUPPORT.
L2
TYPICAL BEAM REINF. DIAGRAM:
"C" BAR5
0.30 L
MIN,
L3
NOTES: 1. 1! INDICATES THE LARGER OF ADJACENT SPAN5,
2. WHERE BOTTOM BAR5 ARE INDICATED A5 CONTINUOUS
WITH ADJACENT 5FAN5, SPLICES, WHERE NEEDED, SHALL
BE MADE IN THE END 1/3 OF SPAN WITH 24 DIA. LAP.
ELEV.
Fr)Q TC)P PFIMF
REINF.
TYP. DETAIL CQNC, COLUMN TO ARCH BEAM.
5CALE:3/4"= P-0"
)B A 5 H DULL(Nkl.-j
OF
MARK
ELEV.
SIZE
TT. GONT
TOP C NT.
"CN BAR5
"E" BA} 5
STIRRUPS
REMARKS
B x D
No,
512E
No.
SIZE
No.
SIZE
No.
SIZE
ARB- I
+8'-2"
8" x 12"
2
G
2
6
-
-
-
-
#3 @ 5" O.C.
CONE. ARCH.BEAM
ARD-2
+9'-2"
8" x 12"
2
G
2
G
-
-
-
-
#3 @ 5" O.C.
TB
+8'-2"
8" x 1 2"
2
5
2
1 5
-
-
-
-
4#3 @ 1 2" BAL. 40" O.C.
PROV. #3 @ 5" O.C. AT OPENINGS
TRU55 CONNECTOR SCHEDULE 13Y NU VUE,
CONNECTOR
TYPE
UPLIFT CAPACITY (1-55)
(PARALLEL TO WALQW35.)
(PERPENDICULAR TO WALL)(055)
TYPE OF CONNECTOR
NU VUE-NVHTA 18 TRUSS ANCHOR 20- I Gd NAIL5 BOTH STRAP,
F
2 133 #
I G 17 #
1943 #
G- I Od x I 1/2 FASTNER5 @ SEAT,
MIAMI DADE APPROVAL # 03-0224-10
B
SEE DETAIL ON 5-4
131
SEE DETAIL ON 5-3
2 x 4 DIAGONAL BRACING
ATTACHED W/ 2 - I Gd NAILS
AT EACH END.
2 x 4 CONT. BLOCKING
"T" BARS ATTACHED W/ 2-1 Gd TOE NAILS.
NU VUE NVRT-20 RAFTER TIE FROM
VALLEY TRU55E5 TO LOWER TRU55
@ MAX. SPACING OF 4'-0" W/ 5 -1 Gd
NAILS TO THE EXISTING TRUSSES d
5- 1 Gd NAILS TO THE NEW,
NEW J' PL`'WOOD. NAIL PLYWOOD
5HEATING TO BLOCKING W/ I Od
NAIL5 4" O.C. PROVIDE BRACING
EVERY OTHER VALLEY TRU55 AT
MAXIMUM SPACING OF 46 O.C.
NEW 5HEATING.
\SEE NOTES FOR NAILING
r--- 2-1 Gd TOE NAIL
LOWER
ROOF TRU55
TYPICAL VALLEY TRU55 [)ETAI L
SCALE: � = 1'-0"
t�l t'• Or 't)U t �Y C��riF
;31il rtoflon
S OA
Denis K. Soli r1;
P.E.56902 S.I.2
�aC. •+
Solver Structural P ership, In
7500 N.W. 25th ST Phone,.(305) r§92 ,
Miami, Florida 33122 Fax; (305) 599
E-Mail: solverstruct@c.s.com
_ Pwtnershi , Inc. DESIGN - INSPECTION - INVESTIGATION - REPORTS
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DRAWN
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CHECKED
JCS
DATE
3-30-09
SCALE
AS NOTED
JOB NO.
2008—
SHEET INDEX
ROOF PLAN
SHEET NUMBER
Sw2__j