05-1298(2)-031NOTES
1.- CONTRACTOR MUST SUBMIT SHOP DRAWINGS FOR PRECAST
CONCRETE JOISTS SIGN AND SEALED BY E FLORIDA
PROFESIONAL ENGINEER
2.- CONTRACTOR MUST SUBMIT SHOP DRAWINGS FOR ALL
RAILINGS SIGN AND SEALED BY E FLORIDA PROFEVONAL
ENGINEER
3.- ALL 3x8 WOOD RAFTERS a OVERHANG SHALL BE ATTACHED
TO t.B WITH (1) STRAP MODEL NVRT-113 WITH 5-16d NAILS THRU
JOIST AND (3) %'0 x2' TAPCONS SPACED G 2V2' c/c
4.- DROP T.B. OVER DOOR AND WINDOW OPENINGS, ADD 2 S
BOTT. AND 03EIg16 a/c, SEE DETAIL C/8-3
LEGEND
LEDGER 'A' DENOTES (1) 2X6 P.Y. CONT. WITH 1/4'1 x31i2' TAPCONS
6 12' c/c STAGGERED
LEDGER 'B' DENOTES (1) 3X8 P.T. CONT. WITH Sis'i ANCHOR
BOLTS m IV c/c.
HURRICANE STRAP ANCHORAGE REQUIREMENTS.
ODENOTES STRAP BY NU-VUE MANUF. MODEL NV5TA-20H WITH
6-10d NAILS THRU SEAT PLATE AND ii COMMOM NAILS
TPRU STRAP FOR UPLIFT REACTIONS UP TO 1183+
ODENOTES STRAP BY NU-VUE MANUF. MODEL NVWTA-20W WITH
6-10d NAILS THRU SEAT PLATE AND (18) 10d NAILS IN TWO
STRAPS (9-10d NAILS PER STRAP) FOR UPLIFT REACTIONS UP
TO 26581
ODENOTES STRAP BY NU-VUE MANUR 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 336'It
ROOF SUPERIMPOSED LOADS
DL =30 P.SF.
LL-30 P.S.F.
NET UPLIFT:
COMPONENTS 4 CLADDING:
GARAGE: -43A8 P.S.F. (INTERIOR -ZONE 1)
-101.66 P.8F. (OVERHANG -ZONE 2)
MAIN HOUSE: -42AO P.S.F. ( INTERIOR -ZONE 1)
-108-00 P.SF. (OVERHANG -ZONE 2)
FOR REINF. SEE BEAM SCHEDULE
ADD 2 +'S FOR 8' WIDE BM5i
ADD 3 05 FOR 12' WIDE 5M8.
ADD 4 S FOR 16' WIDE BMS.
FOR RADIUS OF ARCH SEE
ARCHITECTURAL 01*6.
TYPICAL. ARCHED 5EAM DETAIL.
N.Th.
STANDARD HOOK -
TOP OF TB
SITE PLANS
VERIFY WITH ARCH.
DRAWINGS
BLOCK WALL
TB REINF. SEE BEAM SCHEDULE
r--- ADD *3 0 a 8' c/c.
ADD 2 W5 150 -J
EXTEND 6' INTO
WALL EACH END.
' UJINDOUI OR DOOR OPENING 6
6
\11T,00
OF BELOW i 6-5 5r0�lo
D +LL= 1-1330 ' DL+DL4-L- 1133•U IFTw 2255• UPLUPLIFT's 2255•
B THENDS BOTBOTH ENDS R B 4
---- - -- -- - - -- -- - -- -- - ---- DL+LL= 4440
I I II I I I I I I I I I I II I I UPLIFT- 5140
II
O II
I I PRE AB. I UOO T SES 24 chc u WOOD BRACKET
\ II
-ID I I � 8-5
I I Ql (n OC Ql v I I I
I I II I 2x4 BOT . B GIN AT '-0" c% I W 11 I/I DL+LLIN 3300
DL+LL= 330• �� =H IFT-
UPL IFT ■ 3820I I ~ I I O WOOD BRACKET
II
I
I I II O I I I I I I I I I I OII I I
O �t RT5-4 0 R5-2 tt
--------------- ----------- --------
(k Re p/ RTB-3
EL: +22'-11' N 0 DL+LL a 3400
DL+LL 3600 'l; I I UPLIFT= 6110
TOP OF SLAB
UPL IFTr 4800 tAl I x
II
3
Q I I 8-5 � 1
u IL-
u�Y_ 4
r 03 e 12' T. x N
6' PRECAST
CONC. JOIST'S
4'-6' c/c. MAX.;
r
4' CONC. SLAB REINF. I I
WITH 03 a 10' CENTER I I
EACH WAY.
O - - - - -_7f
+'3 g12' T. EL: +22'-11' RTB-3
x 4' -0' OP O B
85 03012'T '
DL+LL= 990+'
UPLIFT= 12450, •
BOTH ENDS -" -- - -- -' -
A— _ 2
RTB-4 I RT13-3 tYP. S'5
I 3 2
DL+LL = 3300-
UPLIFT= 382+ IM a12' T
��a r
I u III I F't�EFAEL WOOD I x _ —0' - - - - -
TRU SES 24' c/c .t 8' PRECAST
O `i •
' CONC. JOIST& e
2' - 6' c/c. MAC(. - -
ROOF BELOW I pj `� IILu I f2
�/ I Q� 4 • 8-5 N 0
LE DGE 1139 � X - - - - 03�12' T.
RB- 3 (AB-3
(ABOVE) x 41
II I wI�I• Y<l • • • -----� - -
1 0 DL+LL= 1100 RTB-8 F
' UPLIFT= 1660
BOTH ENDS v -�► x
T. _^ x_
I RTE3-3 I RB-3 ( RTB-3
T.
8' PRECAST •
DL+LL= 1733�' 2 I I � �
UPL 1Ft ■ ° I • CONIC. JOISTS g
?255• S-8 • • I 416' c%. MAX.
BOTH ENDS-8 I I _ _ _ ------ ROOF BELOW -
_ EL: +21'-2' fz D-4
Ti OF 5L B ( t ° 4' CONC. SLAB REINF.
1 R -8 WITH 43 s 10' c/c
8' CONC SLAB RE INF. I CENTER EACH WAY.
WITH 04 O6' T. 4 B.
EACH WAY. -
`q fQ i'3 �12' T. EL; 161• m
x -0' TOP OF SLAB
'13 a 12' T.
I
x 4'-0'
I N 0
I � x
RTB-9 I R5-12 --i RTB-9
g%' PLYWOOD SHEATHING
WITH 10d NAILS to 4' c/c.
ALL SUPPORTS.
SHIM AS
REQUIRED
MAIN ROOF WOOD TRUSSES
TOP CHORD.
PIGGY BACK TRUSSES 1924' 1
HURRICANE STRAP BY USP
MANUF. MODEL RT16T Q
2'-0' c/c. W/ 4-11 NAILS
EACH CONNECTION.
-'�8' CpX PLYWOOD
SHEATHING WITH 10d NAILS
64' c/c. UNDERNEATH PIGGY
BACK TRUSSES ALL SUPPORTS.
TYPICAL F IGGY SACK TRU55 A
ANCHORAGE DETAIL.. 5-3
SCALE : 3/4' = 1' - 0'
RTB-8
—
� x
8' PRECAST
•
CONC. JOISTS
°
4' - 6' c%MAX. -
4' CONC. 6LAS I INF.
WITH +3 a 0' c/c
CENTER EACH WAY.
•
EL: +16'-0'
•
TOF OF SLAB
•
*3 1912' T. t-: #3 012' T.
x 4' -0' n 0 x 4'-0'
•
X
•
RTB-9 I— RIB-12 --i RTB-9
_ u
ROOF FRAMING FLAN
TYPICAL CONC. HEADDF-R Dr=TAIL A5Ovr C SCALE:3/16'=1'-0'
WINDOW/12009 OPENING5, S-3
BCA -E: N.T,5.
STAIR BELOW
DL+LL= 3400
UPLIFT= 48
4' GONG. BLAB REINF, iv 0
WITH 03 a 10' c/c
CENTER EACH WAY. -91 x
�(1 03 612' T. � � Q 03 1912' T.
x 4' -0' 3 ° U x
EL: +22'-3' �, 0
TOP OF SLAB 'a
to 1 9^ x
�-I B RT-2-r1-1--
DL+LL= 3400
UPLIFT. 4600
1
V_rp
----- ROOF BELOW -
FRANCISCO CUELLO JR. P.E., INC.
corsultire civil/structural Erceireer
141 4LHAME RA CIRCLE
SUITE 220
CORAL GABLE5, FL 33134
Reg. No. 400a-I
JCHN R. Tvt1':_GINA & ASSt C
A R C H I T F C T S
4901 S. Y'J.75th AvenuE
,'Alaml, Florida 331
T 30.5,740.05511
r 305./ y40.v33va
jrmainai bellsouth.ne
REVISIONS DATE
37
f-
�ror'r'gs ond Spec f CC--Ons Cs -ins n -Men` Of
PIN(
�./ 1 \ �,F 1 \ V N
_er:, ce ore and sho remdn he proper^; of
.
-he=rcni'cct and shot rerno n sne arooerlf
RESIDENCE
Gf'he%,rCnl'e„ ',vneher '.neprCj°'- or
..,.rn,ch hey ...,ere mode s execu'ed Or not.
he'.' ere no- o to _sed n ony r-Conner on
O!her projec s Or ex ens or+s O I h:s prOleC-
exCep' b... cgreerent ,n � er'tng and ,i h he
AIR. 3, rIYRS. PINO
o"rCprO'ecs-censo'Cn'0 hetrChi'ec'.
68164 SVi 68 ih ST.,
Reprcd.Jcr:on of drrJ.,_rings and
tAicimi, FL 331 :5J
Spec f cot cns '..-i'hG'Jt -ne •.1rT'en Consent of
Mir, Patricia rsN fICsa,
ch-,'ect s c- oh ci`ed.
K"
SECC'ND FLOOR PLAN
SCALE; 3/16"-1'-0"
DATE; p2-0
DRA:'vN: CAP
S 3