05-1298-003No' PLYWOOD SHEATHING
WITH IOd NAILS a 4' c/c.
ALL SUPPORTS.
JOHN R. MEDINA 8l 11 SOC
A R C H I T E C T S
NOTES
1.- CONTRACTOR MUST SUBMIT 814OP 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 PROFESIONAL
ENGINEER
3.- ALL 3x8 WOOD RAFTERS a OVERHANG SHALL BE ATTACHED
TO T.B WITH (1) STRAP MODEL NVRT-18 WITH 5-lrod NAILS THRU
JOIST AND (3) %'0 x2' TAPCONS SPACED Q 21i2' c/c
4: DROP T.B. OVER DOOR AND WINDOW OPENINGS, ADD 2 05
BOTT. AND 030is16 c/c, SEE DETAIL C/5-3
LEGEND
LEDGER 'A' DENOTES (1) 2XI'o P.T. CONT. WITH 1/4-0 x31i2' TAPCONS
6 12' c/c STAGGERED
LEDGER 'B' DENOTES (1) 3X8 P.T. CONT. WITH %'0 ANCHOR
BOLTS 15 16' c/c.
HURRICANE STRAP ANCHORAGE REWREMENTS.
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 1-1834t
ODENOTES STRAP BY NU-VUE MANUR MODEL NVHTA-20M WITH
6-10d NAILS THRU SEAT PLATE AND (18) 10d NAILS IN TWO
STRAPS (IB-10d NAILS PER STRAP) FOR UPLIFT REACTIONS UP
TO 2658t
ODENOTES STRAP BY NU -WE MANUR FOR 2 PLY GIRDER
TRUSS MODEL NV358-20 WITH 8-10d x3' NAILS INTO SEAT
PLATE AND Oro) 10d x3' NAILS IN TWO STRAPS (8-10d NAILS
PER STRAP) FOR UPLIFT REACTIONS UP TO 336-1
ROOF SUPERIMPOSED LOADS
DL=30 P.SF.
LL ■ 30 RSF.
NET UPLIFT:
COMPONENTS 4 CLADDING:
GARAGE: -43.48 P.SF. ( INTERIOR -ZONE 1)
-101.66 P.SF. (OVERHANG -ZONE 2)
MAIN HOUSE: -42AO P.SF. (INTERIOR -ZONE 1)
-108-00 P.SF. (OVERHANG -ZONE 2)
FOR REINF. SEE BEAM SCHEDULE
ADD 2 +S5 FOR 8' WIDE BMS.-
ADD 3 05 FOR 12, WIDE BMS.
ADD 4 05 FOR 16' WIDE BMS.
FOR RADIUS OF ARCH SEE
ARCHITECTURAL OWC-6.
TYPICAL ARCHED 5EA1" I DETAIL,
N.TB.
TB REINF. SEE BEAM SCHEDULE
STANDARD HOOK
TOP OF T5
SEE PLANS
VERIFY WITH ARCH.
DRAILIMS
BLOCK WALL
TYPICAL, CONIC. HEADDES
WINDOWDOOR OPENINGS.
SCALE: N.T.S.
ADD +3 ❑ -9 8' c/c.
C
DL+LL = 13SOO
UPLIFT- 12454
BOTH ENDS
DL+LL= 11330
UPLIFT- 22550
BOTH ENDS
CI
DL+LL- 3300
UPLIFTin 382"
DL+LL= 4440
UPLIFT= 5140
WOOD BRACKET
DL+LL- 3300
UPLIFT■ 556" �j
WOOD BRAC•y-KET I YP I CAL P I Gtf� Y 5A K I I
ANCHORAGE DETAIL.
SCALE : 3/4' = 1' - 0'
DL+LL= 3400
UPLIFT= 6110
ROOF FRAMING INCH PLAN
SCALE:
PIGGY BACK TRUSSES e24' c/c
4URRICANE STRAP BY USP
`1ANUF. MODEL RT16T fir
2'-0' c/c. W/ 4-16d NAILS
EACH CONNECTION.
V COX PLYWOOD
SHEATHING WITH 10d NAILS
04' c/c. UNDERNEATH PIGGY
BACK TRUSSES ALL SUPPORTS.
rtA 11 f �t-1 -I
FRANCISCO CUELLO JR. P.E., INC.
Consulting CIVII/Structural Engineer
141 ALHAMBRA CIRCLE
SUITE 220
CORAL GABLES, FL 33134
(305) 5ro-1-0125
Reg. No. 400i5l
EB. mmtaroala
REVISIONS
0 OWNER'S REVISION
Drawings and Specifications as instrument of
ser+. ice ore and shall remain the property of
the Architect and shall remain the property
of the Architect whether the protect for
which ihe�; were mode is executed or not.
They cre not to Le used in any manner on
other protects or extensions to this protect
except C•y agreement in venting and mih the
appropriate compensation to the Architect.
Reproduction of drs,nngs and
specifications without the written consent or
the Architect is prohit:ited.
ROOF FRAMING PLAN
S
4901 S.W.75th Avenur,
Miami, Florida 3315.r
T 305.740.055,
F 305.740.535,
jrmainc@bellsouth.ne
DATE BY
03-08-2006 FC
I _
MR & MRS. PIN(
RESIDENCE.
MR. & MRS. PINO
6864 SW 68 th ST.,
Miami, FL 33155
Mr. Patricia Espinosa.
305.
SCALE: 3/16"=1'-0"
DATE: 02-05
DRAWN:
3