10-662 (2)-023L%6 COX PLYWOOD
SHEATHING
BLOCK ALL
PLYWOOD
EDGES
(2) lbd TOE
NAILS EACH
SIDE I I
I 1
8d NAILS x 2L2 LCA-IG *
{ 3' c% ALL SUPPORTS.
4x3 CON 1. PURLINS * 24'
—I- - c/c PERPENDICULAR TO
3xIV RAFTERS
Y
G,4R.RIAC�E HOUSE ROOF
MLOGKED DIAPHRAGM D
N. T. S.
(2) 12 GAGE FLAT HEAD
WOOD SCREWS x 5' LONG
(MIN. CONNECTION TO
EACH 3x10 RAFTER)
3xi0 EXPOSED RAFTERS
* 24' c% BELOW.
0
PIGGY BACK
TRUSSES
* 24' c/c.
HURRICANE STRAP
BY USP MANUF. MODEL
RT24T * V-0' MAX W/
SHIM AS 8-16d NAILS EACH
REQUIRED CONNECTION.
EXTEND ROOF
SHEATHING
BELOW PIGGY
BACK TRUSSES.
ROOD NOTES:
1.- ROOF SHEATHING SHALL BE NEW %I COX
PLYWOOD FULLY BLOCKED WITH 10d
NAILS * 4' c%. ALL SUPPORTS OVER ix&
T. t G. SHEATHING WITH (2) 10d NAILS
EACH SUPPORT.
2: SEE SHEET 5-3 FOR SCHEDULES AND S-4 t
8-4A GENERAL NOTES.
3: ALL PREFABRICATED WOOD TO WOOD
CONNECTION, SHALL BE DESIGNED AND
PROVIDED BY TRUSS MANUFACTURER.
4.- PROVIDE BUILDING PAPER BETWEEN WOOD
AND CONCRETE (TYPICAL).
5.- SHADED AREA REPRESENTS
BLOCK DIAPWRAGsM, SEE DETAIL A/S-2.
6: DROP TIE BEAMS AT WINDOWS OR DOORS
OPENINGS WHERE LINTEL AND BEAM ARE NOT
SPECIFIED, SEE TYPICAL CONC. LINTEL DETAIL
A/S-3.
r
NET UPLIFT:
INTERIOR -40J PSF
OVERHANG: -S2.1 PSF
DESIW CRITERIA.
FBC 01
ASCE I-05
V = 146 M.P.H.
CATEGORY II
EXPOSURE C
HURRICANE EIRAE AN ak2&6 9
REQUIREMENTS
10 DENOTES STRAP BY NU-VUE MANUF. MODEL
NVSTA-20H WITH 6-10dX1 1/2" NAILS THRU SEAT PLATE
AND S-10dX1 1/2" COMMOM NAILS THRU STRAP. FOR
UPLIFT REACTIONS UP TO 1482t N.O.A. R OB-012105
DENOTES STRAP BY NU-VUE MANUF. MODEL NV358
(DOUBLE STRAP) WITH 8-10d NAILS THRU SEAT PLATE
AND 16-10d C0MMOM NAILS THRU TWO STRAPS FOR
UPLIFT REACTIONS UP TO 21WO N.O.A. • 09-012UM.
3� DENOTES SIMPSON STRAP MODEL HETAL 16 WITH
WITH (10) 10dx1I/2" NAILS THRU STRAP AND (4)
10dx1112" NAILS TO SEAT PLATE, FOR UPLIF LOAD UP
TO 15000, FL. 11413.
UPLIFT
TYPICAL FIG-s GY BACK TRUSS G
�6-4A) s
�41�iG�-10%2E DETAIL.s-6
IyT.S.
DL+LL: 5560
UPLIFT: 616• PREFAB. WOOD n
/TZ TRUSSES' * 24" c/c
MAX.
RT5-4 i 4 _
PIGGY BACK
t- — — — — — — — TRUSSES, SEE
1 DETAIL 5/5-2. PROJECT No. 10034.00
Vj I
Kane Residence
6695 SW 69 Ave
South Miami, FL
i
OWNER
-- -2 „ , ir, John and Ellie Kane
D 6695 SW 69 Ave
_ South Miami, FL
BIT SET 06/03/11
PERMIT SET 06/23/11
-
-IIX
ILItz
j
DL+LL: 3000
/ I 1-4 UPLIFT: 4610
DL+LL: 15000
UPLIFT: 10030
I _ 7-7
x
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U I I
-I -- - -- -- -- -- ---7Z-
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I
DETAIL _D
-�- - -� x -I
--II _ _ _ _ _ _ I x Pablo Corazzini AR - 91716
2x12 -L RTIrRE
SIDE IF
- I I
U7
I II
-7Z-- -- --
/� / z / I I I '
- _ - _ Luigi Vtalini AR -13513
I / DET L 15 / I lie
SOUTH MIAMI
� _ / _ _ - - - -� Ci't'BUILDING
I DING DEPT.
I STRUCTU L SECTION
itj
:w
'
4" c/ all
/ / -- -- vitalini.ini
-- -+ -- — — —+- — A R C H I T E C T S
fZ7BTd t ' ' ' ' •� DETAIL A 300 Aragon Avenue, Suite 330 1 Coral Gables, FL 33134
tel: 305.567,0602 1 fax: 305.446.3197 1
www.vcmiami.com FL Registration AA26001654
GARAGE OF FRAMING FLAN
SCALE: 'ic"
• ®,SL `•
Consulting Civil/Structural Engineer
141 ALNAMBRA CIRCLE SHEET NO.
SUITE 200
CORAL. GABLES, IL 33134
(305) 561-0125
EB: OOOro813
Rea. No. 4008"1