05-1298-002NOTES
1.- 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 PROFESIONAL ENGINEER
3.- ALL 3x& WOOD RAFTERS 0 OVERHANG SHALL BE ATTACHED
t0 T.B WITH (1) STRAP MODEL NVRT-18 WITH 5-Ibd NAILS THRU
JOIST AND (3) V 0 x2' TAPCONS SPACED a 21/2' c/c
4.- DROP T.B. OVER DOOR AND WINDOW OPENINGS, ADD 2 05
BOTT. AND 030e16 c/c, SEE DETAIL 5/6-4
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 F.S.F.
LL -40 P.S.F. ( INTERIOR)
60 P.S.F. (BALCONIES)
LEGEND
LEDGER 'B' DENOTES (1) 3X8 P.T. CONT. WITH Ne",0 ANCHOR
BOLTS 0 24' c/c. (COUNTERSUNK)
HURRICANE STRAP ANCHORAGE REQUIREMENTS.
ODENOTES STRAP BY NU-VUE MANUR MODEL NVSTA-20H WITH
6-10d NAILS THRU SEAT PLATE AND 6-10d COMMOM NAILS
THRU STRAP FOR UPLIFT REACTIONS UP TO 17830.
ODENOTES STRAP BY NU-VUE MANUF. MODEL NVHTA-20H WITH 6-10d
NAILS THRU SEAT PLATE AND (18) 10d NAILS IN TWO STRAPS (S-10d
NAILS PER STRAP) FOR UPLIFT REACTIONS UP TO 26584!
ODENOTES STRAP BY NU-VUE MANUF. FOR 2 PLY GIRDER TRUSS
MODEL NV355-20 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 339,-M
ROOF SUPERIMPOSED LOADS
DL=30 PSF.
LL=30 P.S.F.
NET UPLIFT:
COMPONENTS t CLADDING:
GARAGE: -43A& PSF. (INTERIOR -ZONE 1)
-101lo6 P.SF. (OVERHANG -ZONE 2)
MAIN HOUSE: -42.40 P.S.F. (INTERIOR -ZONE 1)
-108.00 P.SF. (OVERHANG -ZONE 2)
M.W.R.S.
GARAGE:-41.01 PSF (OVERHANG)
MAIN HOUSE: -531o6 PSF ( OVERHANG)
SLA15 REINFORCEMENT SCHEDULE
MARK
LOCATION
REINFORCING
SPACING
REMARKS
A
TOP
04
0 6' G/c
B
BOTTOM
M4
ELEVATION ,4
&GALE : 3/4' = I' - 0" 5-2
DL+LL ■ 13100
UPLIFT ■ 14000
BOTH ENDS
F_T_ F=
I I I I I
0 I
� I �
I I I I I I
PIGGY BAGK TRUSSES
SEE DETAIL ON SHEET 5-4
RAKED TB ABOVE
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A DETAIL
S_5 I I I R15-121 I
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UPLIFT= i'15° I r------- BOTH ENDS I I - - I N 0 I I I I DL+LL= 400i1
UPLIFT ■ 42i°
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+� (p I I x 14 -0 TC S-b PILASTER REINF.
I I TC 0 --- 1T5-4 - ° 1 51i2' TO 5'
A WITH 8 +5 VERT
�I - ' ° CONC. SLAB S-i ELEVATION 1 AND 03 d3012' c/c
DL+LL= 345 1 a0 -----
UPLIFT■ 3�007/oa 0
x I I P EACH END S-2
I I - TC I I 4' I�1
1 I I •4 06' T-
IL A I • 010' I x 8'-0' I
S-5 x 5'-0'
0' T.I yam+ I
x
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I I
1 1 W tfu
I y r l i 4 -
1my} ST
tC 3
Oj 7
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51/2' TO 5' 1� I r j P OF SLAB al
51/2' TO 5'
CONC. SLAB
Y " ■ i1 11 •— - P1 W--
- —
o �- 1
some M
n�I-ii1CI�C■■■■■C■■■■■C■I■■C■■]� � ; � � _ _ II 1 h7;■■■11■t■■V■�L■■■■CI��■■■CIS
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uxmmm
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TC
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TC_ ri I 91v Qfflul
'�ii■■r';::!Iff�lL■■ccc1�•::�:��CC■C1C�tVAIf� 11 ■ . . 2 1 TOP OF SLA5/*2 0 5ETWE A E R
■
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7_14 IN
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1 I
2ND FLOOR FRAMING PLAN
SCALE: 3/16' = I' -O'
I I
DL+LL - e60+
UPLIFT ■ 1248°
FRANCISCO CUELLO JR. P.E., INC.
Ccnsultfne Civil/Structural Engineer
141 ALHAMBRA CIRCLE
l SUITE 220
J CORAL GABLES, FL 33134
(305) 5ro7-0125
Reg. No. 4005-1
� E:B. >a+amro813
JOHN R. MEDINA 8� ASSOC
A R C H I T E C T S
4901 S.W.75th AvenuE
Miami, Florida 3315r
T 305.740.055,
F 305.740.5351
jrmainc@bellsouth,ne
REVISIONS DATE- BY
10 OWNER'S REVISION 03-08-2006 FC
4-
SO
uro:^nngs ono zpecmcanons cs InSTnlmenT or
ser. ice are and shall rernoin the propert; of
the Architect and shall remain the propert;
of the Architect whether 1he project for
which iha; were made is executed or not.'
The,, are not to be used in any manner on
Other projects or extensions to this project
except b, agreement In %ailing and wrh the
appropriate compensation to the Architect.
Reproduction of dravmgs and
specifications without thewntten consent of
the Architect is prohibited.
2do FLOOR FRAMING PLAN
MR & MRS. PIN(
RESIDENCE.
MR. & MRS, PINO
6864 SW 68 th ST.,
Miami, FL 33155
Mr. Patricia Espincsa.
305.
SCALE: 3/16"=U-0"
DATE: 02-05
DRAWN: