05-1298(2)-030NOTES
I.- CONTRACTOR MUST SUBMIT SHOP DRAWINGS FOR CONCRETE
JOIST SIGN AND SEALED BY E FLORIDA PROFESIONAL ENGINEER
2.- CONTRACTOR MUST SUBMIT SHOP DRAWINGS FOR ALL RAILINGS
SIGN AND SEALED BY E FLORIDA F ROFESIONAL ENGINEER
3.- ALL 3x8 WOOD RAFTERS s OVERHANG SHALL BE ATTACHED
TO t.B WITH (1) STRAP MODEL NVRT-18 WITH 5-16d NAILS THRU
JOIST AND (3) YW O x2' TAPCONS SPACED a 21/2' c/o
4.- DROP T.B. OVER DOOR AND WINDOW OPENINGS, ADD 2 05
BOTT. AND c/c, SEE DETAIL B/6-4
5.- JOIST DESIGNER TO ALLOW FOR AN ADDITIONAL LOAD WITHIN
THE CHIMNEY AS FOLLOWS: DL: 2.0 K/FT
2ND FLOOR SUPERIMPOSED LOADS
DL=30 P.S.F.
LL-40 P.S.F. (INTERIOR)
60 F.S.F. (BALCONIES)
LEGEND
LEDGER IV DENOTES (1) 3X8 P.T. CONT. WITH 5i8'O ANCHOR
E3OLT5 Q 24' c/c. (COUNTERSUNK)
WURRICANE STRAP ANCHORAGE REQUIREMENTS.
ODENOTES STRAP BY NU-VUE MANUF. MODEL NVSTA-20H WITH
ro-10d NAILS THRU SEAT PLATE AND 6-10d COMMOM NAILS
THRU STRAP FOR UPLIFT REACTIONS UP TO 1183".
ODENOTES STRAP BY NU-VUE MANUF. MODEL NVHTA-20H WITH 6-10d
NAILS THRU SEAT PLATE AND (16) 10d NAILS IN TWO STRAPS (9-10d
NAILS PER STRAP) FOR UPLIFT REACTIONS UP TO 2658'!
ODENOTES STRAP BY NU-VUE MANUF. FOR 2 PLY GIRDER TRUSS
MODEL NV358-20 WITH 8-10d x3' NAILS INTO SEAT PLATE AND (16)
10d x3' NAILS IN TWO STRAPS (8-10d NAILS PER STRAP) FOR UPLIFT
REACTIONS UP TO 3361!
ROOF SUPERIMPOSED LOADS
DL=30 P,SF.
LL=30 P.SF.
NET UPLIFT:
COMPONENTS
4 CLADDING:
GARAGE:
-43.48 P.SF. (INTERIOR -ZONE 1)
-101.ro6 P.SF. (OVERHANG -ZONE 2)
MAIN HOUSE: -42.40 P.SF. (INTERIOR -ZONE 1)
-10600 P.SF. (OVERHANG -ZONE 2)
M.W.RS.
GARAGE:
-41.01 PSF (OVERHANG)
MAIN HOUSE: -53b6 PSF ( OVERHANG)
SLAE3 REINFORCEMENT SCHEDULE
MARK
LOCATION
RE INEOR CING
SPACING
REMAFWS
A
TOP
04
6' c%
B
BOTTOM
04
6' c%
DL+LL � 1310"
UPLIFT= 1400"
BOTH ENDS PIGGY BACK TRUF35ES
BEE DETAIL ON -0-HEET 0-4
RAKED TB ABOVE -
RTI3-II
r
-T-1-
I I
I I
e l l I I I I I I I I I I I I I 1 1 0 5
a j REWOO11I WOOT S8E 2'
I
I I
I I I I I I I I I I �I ILE�B'
D ER
P - 18-4
0 O
03 012' T. fd OW-2
-' TC
I x 6- 0 � X 4 03 1012' T. 51/2' TO 5'
S-'1 x 4'-0' CONC. SLAB
1 N
12' PRECAST I ,n
0
tSLAB
"4 g6' T. �LONG. JOISTS "4 �6' T.x 9'-0' 5'-6' c/c. MAX. x V-0'
17t
5'/z' TI TC
CONCI BW-2 ~ 9 1
' 1TB-4
' • --- ° ° --------�!' 1
MTC •3 66' T.
TC
I I _ OIT5-4I
_ . 51/2' TO 5'
DL+LL= 345" I I _ x-------- �'• CONC. SLAB
UPLIFT- 370" J (
I I TC I I I•
I I I 4'
_ I 04 g6' T.
OF -TAIL A I "3 1012' T. I I x 11'-0' I
S-5 x 4'-0'
I I
I I
04 12' B. I
I' u
-w
01
-utCI I
45 III
BA
4' CONC. SLAB REINF, 0
WITH "3 to 10' c%
CENTER EACH WAY.
OTC 4'
DETAIL f
8-6 u
I I A
O 5' I I
:. SLAB -
I I
I I -
I I
I I
(RAKED TB ABOVE) TC TC -
R13-10 10 1TB40 I 1T84o
''—1----- • •, — —
;- ----------1
OL+LL= 920" - - - I "4 g6' T.
I A DETAIL
UPLIFT= 1411" I I 8-5
BOTH ENDS
I I�
AO WO ?�rF
3 B
�/
v -I
DETAIL B I I 3 I�
A tG
11 B
�--- -----,L — — — — — — — ---
(RAKED tB ABOVE) TC ITB-6
R5-10 10 wiki0 f
OTC
10
Li 9' CONC.
BLAB
2EINF. WITH 04 a6'
. 4 B. EACH WAY
ELEVATION 'A
SCALE : 3/4' = I' - 0" S _ 2
II I
EL: +11'-1' I--1 _ •
TOP OF SLA304 I I
II m
x 8' 0'T I I ITB-4nTC__ _ _ -
I �1J
"3 012' T.
x 4'-0'
14
04 im12' T
x 12'-0'
�X
DL+LL- 8600 DL+LL= 390"
U O ITB-4 UPLIFT- 920" UPLIFT= 416"
U BOTH ENDS-A_--��
iv 0 03 g 12' T., °
x
(0' CONC. SLAB REINF.
WITH 04 012' E3. EACH
WAY.
A DETAIL
$-5
I I I
R6-121 1 1
DL+LL= D05+ r------- -�
-- -
-- -- --
UPLIFT- 115"
BOTH ENDS -
I I _ I
N B
I I I I DL+LL= 400"
UPLIFT= 4210
I
: x
I I I I
N
I�I u�1Q �I I
`r1 1 0419121T.
04,912'T.
j j 04612'T I I
- - I
4x 0
I I x 4 -0' I 11-QL
N
x
I I
-
-- --I
—I
I
DETAIL OB
AA
ELEVATION
EACH END
20'x2O' CONC.
PILASTER REINF.
WITH 6 #5 VERT
1 AND 03 r3 ,012' c/c
11
S-6
RTB-1
I c� •
OL+LL- 150" A- I I 04' 12
UPLIFT 5000
I-
4,14
op -TAIL B ' RTB-1 I' I �,, RTB-1 - -
U lot (TEMP.)
0 0'
RB-8 p cv (L I • 1B 3 i
- - - -- , • U a Y I • BW 2
-i , - - �' - --�' into s I I - :
3x8 O TER 24' c/ I I I I IR ��`fI I ; x 4 g12 B.
I TG I I I +� f------
I I I Il 04 66' T.
I x 14'-0' LE GE 'B' BW-1
`; I "4 �6I ITifl I
S
03 *12' T. ( I I ;• •
I I N B - I I w �. x 4' .- 0' �
11�� 0 I I BW-I tC 3x8 BLOCKING
I 10 X, I I 18-8 1< x A DETAIL
8-5 0 1 BETWEEN RAFTERS
• - - -� 1 I I (TYPICAL)
tG 8 6 0 01< x m Ql
1TB- c3 0 •
TC _ . •. •.
I
' Z 1
dl 8-8 B -1 LEV ER B'
N ' o I x8 00 RA E g 4' cc c MAx. I
�- OF TO
• 1TB'I �- OF t0 TC MTC B
• B W-
RB-1 0
o 0
DL+LL- 410�' DETAIIL B
_ °
Ia-1 9 m •
0 0 °
OTC TC TC TC
ITB-6 1TB-6 nTCTCIoTC
• �,, 0 I i_v 0 I r ITB-1
a -MJ I •
----s X
C DhtAIL I -- - --- ---- --- ----j n
tG I 74xlE2',
•ITB-2 I ITB-1 1 " 6' CONC. SLAB
1 X 4,1��T• REINF. WITH "4 to
- I 1 • 12' B. EACH WAY.
TC I I
1 �t AA D TAl ' 04 12' T. ` I "4 12' B. O
I� (Z 8-6 x 4'-0' I I EL; +11'-1'
I 1
I n I D +LL=1 1130" 1 "4 012' I I TOP OF SLAB
lu U LIFT1 12 5" • I • I 04 612' T. �O
1 :
I d P TC
X I I 13 13 i x •
TC _ -- - •-- ----• - -
I5-1 TC I
• RB-1 II ILED I ER 18' 1 I I 1 2 I I 1 al
• DETAIL 13 I P AB. 00 t BEB 2 c% I DL+LL= 5400
UPLIFT 516"
' ~ DL+LL- 660"
1UPLIFT= 104"
1--k A - -
+PTrzks a 124'
ITB-6 TC
DL+LL- C360"
UPLIFT- 12480
8
8-5
2ND FLOOR FRAMING PLAN
SCALE:
JOHN R. tv"cDINA & ASSOC
A R C" I T FC—_ T S
4901 S. w"1.75th A enuE
i'Aami, Florida 33151
T 31(0�'5.740.05511
r LV05./940.13LL
jrmainc bellsouth.ne
REVISIONS DATE
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--hey Ore not o be L_ed n orxy Tonner on
other prGed.S Gr EX eri ons b h s prGjec-
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MR, & +"FRS, PINO
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A864 S",'j 68 1h ST.,
Keprcd c Gn of dra ing, Gnd
Mlicmi, FL 33155
;pec r cot G.n; "'Thou�t -he ._r-`er ccrgen' of
Ux, Pa icier L. ncsc.
'ne=.rch�..Gt s rrehbred.
...'VJ.
SECOND FLOOR PLAN
SCALE; 3/16'=F-0"
DATE; Q2-0,5
DRAY- N; CAP
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